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Home My WebLink AboutContract 57476� � �� 4' �� I , �� 'Y SEC��i�( �',.��T �. —�J ] �� l�]lt��f]E�� 1V�AliT�[J� ]�'011� 7Cb� CONS'�.']Lt�CT��fiT O�' Eagle l�ountain and V`Testside i�J'ater Treatme�.t �].ant �'eatherp;roaf �nclosures City Pro,�� N�, 1�3335 Mattie Parker David Caoke Mayor C�ty Manager �hris Harder Directar, Water Department Tony Sholola Assi�tant Director, Water Department Dena Johnsan Praject Manager, �Tater I�epartment ��°��1"e� 1�� ']['l�� C�ty m� Font �V�rtl� Vllater Department �I]D ��CU16�IE1��'TS December 2021 �'�`.�I � �� -�� 801 Cherry Stree�, Unit 33, Suite 1520 Fart Worth, TX 761 a2 'I`BPE Firm Na. F-3043 In Association With: ��nt� ��na� Ass�cn��aons, 7[uc. TBPE �irm No. F-2593 9 �,. ,� __ : ��1�. R��l� t:IT4` 5��'�RAP �"� , ti:��M Ri#�#, `�� 00 00 00 TABLE OF CONTENTS Fage 2 of 6 n13i �g 01 31 20 O1 32 13 Q1 32 lb O1 32 33 O1 32 35 01 33 QO �i 35 13 O1 35 13.24 O1 35 25 O1 40 00 OI4200 01 45 23 01 �0 00 dl 57 13 01 58 13 01 �4 QO OX 66 QO O1 7� 00 O I 7I 23 fll��oa Q 1 74 23 QI 77 ]9 O1 7$ 23 O 1 78 39 Precanstructian Meetings Project Meetings Schadule of Values Conshuction Progress Schedule Preconstruct�an Video Aerial-Photogxaphic Documentaiion Submittals Special Project Procedu�res Special Procedures far MOPO and Sequence nf Conshuctian Governmental Sa�ety Requirements Quality Requirements References Testing and Inspection Services Ternpoxary Facilities and Co�atxol �torm Water PoTlution Prevention Plan Temporary Froject Sigpage Praduct Requirements Product Storage and Handling Requireme�ts Mobilizat�on and Remobilization Go�.siruction Staking and 5utvey F�cecution Cleaning Closaout Requirements Operation atkd Maintenanca baia Proj ect Record Documents 4 4 2 6 2 2 10 8 6 8 12 8 2 4 �4 �4 2 A� � 6 12 4 S 8 6 DNTSION 02 - EXISTING CONDI'I'IONS Q2 41 1� Selective Site Demolition 02 41 3 A LTtility Removal Abandonment 02 �1 15 �aving Remaval DN�STON Q3 — CONCRETE o� 01 aa.si Concrete Repairs 43 10 OQ Cancrete Fortning and Accessories fl3 1 S 00 Ca�crete Joi.�.ts az�d Accessorzes 03 20 00 Concrete Rei�aforcing 03 30 00 Cast-in-Placa Conerete Q3 3S 00 Cancrete Finishing 03 39 QQ Concrete Curing 03 b0 00 Grouti�a.g CDM Smith BID CONSTRUCTiON SPECII�ICAT`ION bOG[.TME�TTS December 2421 8 10 6 14 1b l.2 8 24 8 4 10 Eagle Mountain & Westside WTP City Project No. 1 p3335 00 00 00 TABLE OF CQNTEI�iTS Page 3 of 6 DIVIS�ON 04 - MASONRY 04 22 00 Concrete Unit Masanry DIVISION OS - METALS OS OS T9 Post-Installed Anchozs and Reinforcing Bars 05 21 00 Steel Joist Fzaming O5 31 Ofl Steel Decking OS 50 00 Metal Fabrications 12 6 8 6 I8 DIVYSION 07 - THERMAL AND MOISTURE PRC}TECT�ON 07 1I 13 Bitwninous Damppraofing 4 07 21 �0 Thermal Tnsulation 2 07 41 13. lb Standing-Seam Meta.l Roof Panels 12 07 62 00 Sheet Metal Flashing and Trim 10 07 92 �0 Joi�t Sealants 6 DIVISION O8 - OPENINGS 08 I 1 13 HoIlow Metal Doors and Frames 08 33 23 Overhead Coiling Doors 08 71 00 Daar Hardr�a�°e 08 91 i9 Fixed Louvers . : DIVISION 09 - FINISHES Q9 96 79 Attnaspheric Protec�ion and Plant Ser�vice Axeas Coatzngs 10 DNISYON 13 - SPECIAL CONSTRUCTI�N 13 34 19 Metal Buidding Systems Facrlity 5ervaces Subgroup DIVISrON �� - PLUMBING 22 QS l 7 Sleeves and Sl�eve Seals iar Plumbing Piping 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialiies 22 13 19. I3 Sanitary Drains 22 2 4 2 2 DYVISiON 23 -- HEATING, VENTZLATING, AND AIR CONDITION�N� (HVACj 23 O5 29 Hangers and Supports far HVAC Piping �d Equipment �4 CDM Smith Ea�;le Mowatain & Westside WTP BID CONSTRUCTION SPECTFICATTON DOGUMENTS Ciry ProjecE No, I03335 December 2021 00 0o ao TABLE OF CONTENTS Page 4 of 6 23 OS 4$.13 Vibration Cont�ols for HVAC 23 05 53 Identif catian for HVAC Pip�ing and Equapm.ent 23 OS 93 Test�g, AdJusting, and Balaxtciuzg far HVAC 23 09 23 Direc# Digital Control (DD�) System for HVAC 23 09 23.I2 Contral Dampers 23 Q9 23.27 Te�nnperature �nstr�naez�ts 23 31 13 Metal Ducts 23 33 00 Air Duct Accessoxies 23 34 23 HVAC Power Ventilatars 23 37 13.23 Registers �a.nd Grilles 23 82 39.16 Propeller Un'rt Heaters DIV[��ON z6 - ELECTR�CAL 26 00 00 Electrical - General Pro�visions 26 OS 19 Low Voitage Wires ancl Cables �,6 05 26 Grounding And Bonding System 25 DS 29 Eiectrical Support Hardware 26 OS 33 Raceways, Boxes, Enclosures, and Fittings 26 OS 43 Undergraund System 26 O5 73 Power System Study 26 24 13 Low �altage Distribntion Switchboards 26 24 16 1'anelboards 26 27 2b Light Switches and Receptacl�s 25 28 16 Low Valt�ge Enclosed Circuit Breakers and Diseonnect Switches 26 29 87 Electrical Contxactor Provided Control 1'anels {EGPS) . 26 41 00 Lightning Protection Syst�m 2& 41 19 Electrical Demolition 2b 43 13 Low Voltage AC Surge Protective Devices (SPDS) 2G 50 00 Lig�ting �ysterri �Site and 1'nfrastructuxe Subg�oup DIVISION 31- EARTHWORK 31 05 1 S Soi1s And Aggregates for Eaxthwork 31 OS 19.13 Geotextiles For �arthwark 31 09 00 Geotechnical Tns�rumentation and Monitoring 31 IQ 00 Site Clearing 31 20 00 Earthwark 31 23 16 Unclassified Excavation 31 25 00 Erosion And Sedimenta�ion Cont�ols 2 � 8 6 8 4 8 b b 2 4 14 12 6 10 18 IO 10 16 8 10 10 20 6 4 8 12 6 6 14 6 16 6 12 CDM Smith Eagle Mountain & Westside WTP BID CONSTRUCTION SPECIFICATION DOCUM�NTS City ProjectNo.103335 Denember 2021 04 d0 00 TABLE OF CONTENTS �age 5 of 6 31 50 00 Excavat�on. Support a�.d �rotection 31 63 29 Drilled Concrete Piers and Shafts DY'�'XSYON 3� - EXTERIOR IMPROVEMENTS 32 I 1 23 Flexible Base Course 32 I3 13 Concrete pauing 32 13 20 Co�crete Sidewalks, Driveways, and Barrier Free Ramps 32 13 73 Concrete Paving .Toint Seala.nts- 3� 16 ].3 Concrete Curb and Gutters and Valley Gutters 32 17 23 �aaezxzent Markings 32 91 13 Soil Preparation 32 9I 19 Laaidscape Gxading 32 92 00 Tutf And Grasses DIVIS�ON 33 - UTII�rI'IES 33 U4 IO roint Bonding and Electrical Isolation 33 04 4Q Cieaning and Acceptance Testing of Water Mains 33 QS I O Utiii#y Trench Excavation, Embedment a.�d Backfitl 33 OS 13 Manholes and Structures 33 OS �,6 Ut�li�ty Markers - Locatars 33 I 1�5 Balts, Nuts, arzd Gaskets 33 I 1 10 Ducti.le Iron Pipe 33 11 11 Ductxle Iron Fiit�.ngs 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 12 25 Connection ta Existing Water M� 33 12 A�0 Fire Hyclrants END OF TABLE OF CONTENTS CDM Smith ' SID CON3TRUCTION SPECIFICATION DOCUMENTS December 2021 1Q 18 8 30 b 6 6 12 12 4 J2 8 8 22 8 4 $ 14 1� 10 8 S Ba.gle Monntain & Westside WTP City Project Na. 103335 0o ao 00 TABLE OF CONT�NTS Page 6 of 6 Tb�is page inten�ionaily left blanlc CDM Smith Eagle Mountain 8� Westside WTP BID CONSTRUCTION SPECIFICATION DOCUMEN`l'S City. Pro3ect No. 103335 December 2021 �i�y �r For�c 1l�I�rti�, %x�� ay�r �� o��cdl ��a�i�n DATE: Tuesday, March 29, 2022 REF�R�NCE NO.: '�'`M&C 22-0238 LOG NAME: BOEMWSWTPPS�NCL.-CDM&CR�SCEN1' SUBJECT: (CD 3 and CQ 7j Autharize Execution of Amendment No. 2 to an �ngineering Agreement with CDM Smith, Inc., in the Amount of $304,434.00, for Eagle Mountain and Wastside Water Treatment Plants Weatherproof �.nclosures, Au�harize �.xecutian of a Contract with Cresc�nt Constructors, Inc., in the Amaunt af $7,897,000.00 for Eagle Mountain an� Westside VIlafer Treatment P[ants Weatherproof Enclosures, �'rovid� for Project Costs for Pro}ect Tatal Amount of $8,639,644.00, Adapt Resolution Expressing Official Intent fd Reimburse �,xpenditures with Praceeds of Future Debt, and AdQpt Appropriation Ordinanc� to �fF�ct a Portian of Water's Contribution io the Fisca[ Years 2022-2Q26 Capital Impra��ment Prograrr� R�GOMMEWDAT[DRl: It is recommended that the City Council: 1. Authorize execu�ion of AmendrrEent No. 2 to City Secretary Contract No. 56087 in the amount of $3a4,434.00, an engineering agreement with CDM 5mith, Ir�c. for canstruction support services for Eagle Mountain and Westside Water Treatment Plants Weatherproof �nclo5ures praject for a revised con#eact amaunt of $8�3,21'f.00; 2. Authoriz� the �xecUtion of a contract with Crescen� Canstructors, Inc., in �he amaunt af $7,897,OOO.AQ for the Eagle Mpuntain and Westside Water Treatment Pla�ts Weatherproof �nclasures; 3. Adopt t�e attached resolutid�i expressing oificial iriient to reimtiurse expenditures with praceecis from future d�bt for Eagle Mnuntain and Westside Water Treatme�f Plan#s Weatherproof Enclosures praject; and �. Adopt the attached appropriation ordinance adjusting receipts and appropriations in #he Water & Sewer Commercial Paper Fund by increasing appropriations in the �agle Mountain a�d I1Vesfside Wa#er Trea#ment Plan#s Weather�roof Encfosures (City Project IVo.1 D3335) in the amount of $8,639,644.00 and decreasing appropriations in the Unspeci#ied praject (City Projact No, UNSPEC) by �he same amo�nt fo effect a portior� of Water's contribution to the Fiscal Years 2p22-2q26 Capital Improvement Program. ❑ISCUS510N: The February 2021 beep F'reeze caused power failur�s to the Eagle Mounfain Water Treatment Plant (EMW�'P), the Westside Water Treatment Plant (WSWTP) and affected #ha North and South Holly Water Treatment P[ants, along with power supply and freezing issues at some pump stations. In response to the power outages, the Wat�r Departmenfi impEemented a series of projects to minimize fhe effects af fukure pawer failures andlor freezing ternpe�afures on Water Facilities. In addifion, fhe 5tate of Texas enacted a law, Senate Bill 3(S�3}, requiring the submiftal af an �mergency F'reparedness Plan by Mareh 1, 2022. On JuRe 22, 2d29, Mayor and Council Gommunication (M&C} 21-Q4S3 autharized an engineering agr�ement with CDM 5mith, Inc., (City 5ecretary Contract No. 56p$7), in the amount of $439,445.00 for design af the Eagl� Mountain and Westside Water Treatment Plants W�atherproof Enclosures. The agreement was subs�quently re�ised by Amendment No. � in the arriounf of $99,332.OQ administratively autharized on November 23, 202'f that pravid�d for interior drainage design, ground pene#rating radar and ductbank reroute at �agle Mauntain High Service Pump Sta#ion No. 1. As pa�t of Am�ndment Na. 2, tf�e engin�er will ��r�orm eonstruction support 5ervices for consfruction af the �nclosuras that includes shop drawings and submittals re�iews, change order revi�w and record drawings. The projcct consists of the enclasure {in prefabricated metal buildings) af three high ser�ic� pump stations and associated pipir�g lacated at the �agle Mountain (two pumps} and Westside Wafer Treatment (ane pumpj Plsnts. The Eag[e Mountain and Westside Water Treatment Plants Weatherpraaf EncEosures project was ad�rertised for bid on December 23, 2021 and December 30, 2Q21 in the Fort Worth Star-Telegram. On January 27, 2022 the foAowing bids were recei�ed: BIDD�� AMOUPIT �'lii�� AF cDM��IOIV Crescenf Canstructors, lnc, $7,897,000.00 400 Calendar Days Gr�con Gons�ruction, Inc. $8,398,239.00 Archer Western, LLC, $8,805,334.25 l� addition to th� cantract cost, $240,785.00 is required fo� praject management, inspectian and material testing and $197,A�25.00 is pravided fior praJect contingency. It is the practice of the Water pepartment to apprapriate its C1P plan throughout the fiscal year as projects commence, additional funding needs are idenfified, and to comply with bond covenants. The actions in the M&C will appropriate funds in s�ap�ort of the Wafer's partian af the City of Fart Workh's Fiscal Years 2D22-2026 Capital lmpra�emenf Program, as folfaws: 6pEMWSWTPP5ENCL�CDM&CRESCENT Budgef Capital Revised �rojec� �'Y�Q22 CIP Change �'und �ame I�pprnpriations Authori#y ��ncreasel FY2022 Name !]ecrease) �'�dget 56020 � 10333� - ENi W&S & WS Commercial Weatherproof $ - This M&C $8,639,644.pQ $8,639;644.00 Paper Fund Enc[nsures Funding for t�e �ag1e Mountain and Westside Water Treatment Plants Weatherproof �nclasures are as depicied below: Fund �xisting /�ddi�ional ��oj�ct �o#al* Qoppropriafiions Appropria�ions W&5 Commercia[ ��p4,445:00 $8,839,644.QQ $9,144,D89.00 Paper Fund 56020 Proj�ct Total $504,445.OQ $8,639,64�.D0 $9,144,0$9.QD �Numbees rounded for presenkation purpose�. 7his project is anticipat�d ta be included in a future revenue bond issu� for fhe Waier & Sewer FuncE, A�ailable cash within the Water and 5�wer port€olio and t�e City's porifolio along with the appropriatian auihority aut�orized under the callable Cammercial Pap�r �rogram (CP) will be used to provide inferim financ�ng far this project un�il �ebt is issued. Once debi associated with this project is sold, bond proceeds wi11 be used to reimburse the Wat�r and S�wer partFalia and the City's portfo{io in accordance with the attached Reimbursement Resolution. Under federal law, debt must be issued within approximateiy �hree y�ars in order far these expenses to be reimbursab[e. Adoption of the attached resalut9on does r�ot o6ligate th� City to se[I ha�ds, but preserves the abi[ity to reimburse ifiself from tax- exempt bond proceeds. � 8usiness �qui#y: CDM Smith, [nc. agrees ta maintain its initial MIWBE commitment of eight percent that it made on the original agreement and �xtend and maintain that same M1WBE cammitment of eight percent to all prior arriendments up ta and inclusive of this Amendmen# Na. 2. Therefore CDM Smifh, Inc. remains in compliance with City`s MIWBE Ordinance and attests #o its commitment by iis signature on the Accepta�ce of Pre�ious MMIBE Commifiment form executed by an authorized r�presentative of its company, Busin�ss �quity; Crascent Co�strucfors, Inc., is in campliance wifh th� City`s Business E�quity Ordinance by cammitfing to 6.'[1 percent Business Equity participation an this project. The City's Bt�siness �quity goal an this projeck is six percent. The project is located in COLINCIL DISTRIC7 3 and th� City's Extra Territoria{ .lurisdiction. FI5CAL CIdFORMATION I C�RTf�[CATION: The Directar af Finance certifies that funds are currently available in th� UNSP�C projec# within the W&S Commercial Paper Fund and upon approval of the abo�e r�cnmm�ndafions and adoption of the attached appropria#ion ordinance, funds will �e available in t�e W&S Commercial Paper Fund for the EM & WS Weatherproof �nclasure project ta support the ap�roval of #he above recomme�tdations and execution of the amendment to agreement and cantract, Priar to an expenditure being incurred, the Water Department has the responsibiliiy of ve�ifying t�e availability af funds. FLlND IDEWTIFIERS (FIDs),: Department ccount F'ro�ect Prog I� ID undl Depar�men� l� CERTIFICAI'IONS: Praject ID 5uhmiited for CEty Manager's Qffice by_ Originating Department Head: Additional Information Contacf: Budget Refe�ence # mou Year (Chartfield �) ___ _ Budge� Reference # mou Year [Cf�artfield 2] Dan� Burghdoff (8p18) Chris Harder (5020} bena Johnson (7866} ATiACHMEWTS 1. 60EMWSWTPPSENC�-CDM$sCRESCENT�(CDM Smith),�{ (CFW Internaq 2. 60EMWSWTPPSE�IGL-CDM&CRESCENT 1295 (Crescent),p� (CF'1!1! Internal) 3, 6��MW5WTPPSENCL-CDMB�CR�S��j�'[ Com ' (� 4. �QEMWSWTPPSENCL-CDM&CRESCENT FID (WCF D2.�8.221�}, 5.60 WS PPS IVCL-C RESCENT ap�� (Publi�) �. �60 MWSWTPPSEI�CL-CDM&CRESCENT �Illa�,2 pdf (PubliG) 7. 6UEMWSWTPPSENCL-C�MB�GRESCENT MW�PC Form (CDI �,�� (CFW Int�rna[) (CFW Internai) (CFW Internal) 8. BOEMWSWT'PPSENCL-CDM&CRESCENT PBS CPN 903$3�.pc�f, (CFW lnternal) 9.6a P C D (Public) 10. SOEMWSWTPP_SENGL-CDM&CRESCENT SAM (CDM Smithl,�# (CFW lnternal) 11. 60EMWSWTPPSENCL_CDM&CRESCENT SAM (C e n;�p�f (CFW lnternal) 12. 60EMW5WTPPS�NCL-C�M&CRESCENT.dQsX (CFW Internal) 13.60EMV11SWT'PPS�NCL-C�M&CRESCENT_ 65 020_A022(r4}.docx (�ubii�) oaos io-i NIAYOR AND CQiJNCIL CQMlvflfNiCATIpN (M&C) Page 1 of2 SECTION 00 05 10 MAYOR AND COLTNCIL COMM[.TNICATION (M&.C) �Assemhler: For Ca�at� act Docu�ne�at exec�rtion, remove this page and replace with the capp�aved M&�, fot' tlxe awa�`d of the pt^aject. M&C ir:sert shall be an bdue paper.J ENn o� sECT�oN C1TY OF FORT WORTH Ea�le Mountain & Westside WTP BID GONSTRUCTION SPECIFICATION 170CUMENTS City Pi•oject 1�Io. 103335 Decembei• 2021 aoos �o-z Mt�YQR AND COUNCIL CQMMCTNIC�TIOf�T (M&C} Page 2 o.P 2 This page inten�ionally Iefi blanlc CITY OF FbRT WORTH Eagle Mountain & Westside 1�'TP BID CONSTRUCT'ION SPBCIFICATION DOCUMENTS Cily Praject Na. 103335 Decembar 2q21 c�ty �f ra�•t wa��tE� �agie 1Vlountai�i a�ac� Westsicie WTP Weatkaea•p�{ao�E��c�osua�es Proaec� Cify Pra�ecti No. 10333� ADD�NDUM NO. � �fl�xr�Try x9, 2022 .� ;�E OF t�� :� � 1 �'��.•'�� '�9 � -k.:. ..,.... '�`+�� iTH�W F, �4BB�RTIEN � �1. � , , , .,. . , ,4�A�. �4221�7a�r�,�� +��+V�(•�{*�' •C�Y��tC'�� +'�� iddE�s at'e Itea•eby int'ori��cd of the f�llowi�ig chan�es to ihe cantract dncui��►ents for the }�raj�ct. Bids for tl�e projeci w�ll �Se �•eceived at l;30 PM CST on Thursda�, J�nua�y �7y 2022. Bidders must acknowiedge i•eceipt af tl�is Add�i�du�� elow, at�d fl� Bid Farm. This adde��duzxz forn�s a part of tf�e Specifi catio�is and Contraci bocuments fo�• tlze above �•eferenced P�•oj ect and modifies tl�e a�-iginai �pecifi�atior�s and Contract 3�ocun�er�ts. B idder sl�all acknawledge recei�t af this addendum in the space pi'ovided �elow and ack��awiedge eeceipt o�i tlie oute�� er�velope of ya�ir bid. �`ai�iu'e to acknawledge receipt of this addendu�n could s�tbject the bidder to disc�ualificaiion. A. �NFORMA.TION 1. See a�tacjied Fre-Bid Meeting slides fo�• refe�•ence, 2. All sche��le days Listed are cal�dar days. Coniract tii�es arc 365 calendax' days to suhstat�iiai cot��leiion and �100 calendar days to final c.omp�eLion, �, B.id a�ening date has Ueen posC�oneci ta Thursday 3anuaiy 27, 2022. 4. Adverii5ements fai• tl�is pro�ect we�•e on Tl�ursday Decetnbe�• 23, 202 [& Thursday Decembez• 30, 2021, Bic� Daaiui�et�ts ca�� be foi�nd on BIM 3C�0 at tt3e foIlawi�g ]inks: a. tira�vinQs b. S��eci�icationS c, Acfc�cuda 5. Tlie B�d Pra�osal FoE•nY Exee1 s�readslieet lias been itiptoaded to tlie B1M36� Bidding �olde�• €�nd t��ade a;vaiiable far Hidder's use in develo}�ii1g ]3id p�'o�osal. Biddcrs sltiall use at owi� t'isk and �varify forinul�s aitd �•ounding functians ii� tiie sl��•eadslie�f priar to asst�i•e Bic� Value is correct. Tl�e City and Engineer ls i�ot res��onsible for e��roi•s in tl�e Bid Pro�osal Forin S��readsheet. City of l�ort Worth 1 of � CiEy P�•oject No. 103335 AI3D�NDUM NO. 1 .Tanuary 19, 2022 a, 2.2,A Revise 65,000 to "�42,{�OQ". l2. 2G 2� 2G — LIGHT SWITCHE� AND REC�PTAGLBS a, Re�ise sectioi� heade�• 2G f}0 00 ta "�G 27 26". l 3. 2G 2$ i G— LQW VOLTAG� �NCL�]S�D CIRCLTIT BREAI�.ERS A.ND D�SCONNECT SWITCHES a. 17evi.se section header 2G QO 00 to "2b 28 1 fi". ] 4. 2G 2� 87 — E�.�CTTt1CAT� C�NTRACTOR PROVIDED CONTROL FAN.�LS (ECPs) 2.G.D.3 Rev�ise senee�ice as follov�s: "Contactoi• t�sed for lighting control slaatt f�e as s1Jecified l�er�in, inag►aetically ope�•ated. Eaeh co�atactor si}ali fae controlled by a Digitai Astra�io�nic Tiizze Cloek wittx Autoinatic operation, Mant�al override On-Off. �'ower outage backu� v�cith pei��nanent schedule retentian, supe�•capacitor wifili 4-day real ti�ne bacln.�p, 30A ligl�ting load,120 V, TORI� Mad�l EW� 120 0�- appz�o�ed eq��ai, No �i�otocell o�ei•ation." 15, 03 30 �0 -- CAST-IN �'LACE CO�iCn�TE $. 3,12.A Table 5 Class C Delete "Civil Conc��ete and". C. DRAWINGS 3. Replace t12e follavving sheets iE� its entir�ty wit1Y attacl�ed sl�eet� herein. 5-502 STRi3CTURAL STANDAItT] DE'I'AILS IIr E-2, LEGEND AND �'YM�OLS -- I� E-1D1, EAGLS MOUNTA�I+t HSPS-I DEM�7LITI[}N P�IQTOGRAPHS E-1 d2 EAGLE MOCJNTAIN H.SPS-I MCCwA ANb MCC-S I]�MdLITION AI�iD MODI�ICATION ELE'VAT�C3N E-!Q4 EAGLE M�UNTAT]�C HSPS-i PARTIAL SiTE PLAN CQNDU�T ROUTING E-1b5 EAGLE MDUiVTA]N HSPS-1 DUCTBANK SECTIONS E-10G EAGLE MpUNTAIN k�SPS�l BLiILD1NG PpWEl2 AND CONTROL PLAN E-107 EAC�LE MdIJNTAIN HSPS-1 BUILDING LIGHTING �1.ND RECEPTACLE PLAN E-108 EAGLE MOiTNTAIN HSPS-1 EXCSTING PAi��Y.. HSPS-1 ONE-LINE DIAGRAM MODIFICATiQNS E-109 EAGLE MOUNI'A1N HSPS� 1 SCF-TEMATXCS E-I 10 �AGL� M�UNTAIN HSpS-I EX[STiNG PARTIAL MCC-A "ONE �.�� DIAGRAM" E-201 E�tG�.E MO�JiVTAIN HSPS-2 OV�RALL S�TE ��.AN E-203 EAGLE M�UNTAIN HSPS�3 POWER A�TD CON'�ROL PLAN E-204 EAGL� MOUNTAiN HSPS-2 LIG�I-�TING AND RECEPTACLE PLAN' E-206 EAGLE MOUNTA�I�T HSi'S-2 PANE�. HI'-200 ONE-LINE DI�GRAM E-207 EAGLE MQLTNTAIN HSPS-2 SCH�MA'l'ICS-1 E-302 WE�TSID� HSFS �OWER AND CONTROL PLAN E-3�13 'V+��S'CSIDE HS�S LYGHTTNG AND RECE�'TA.CZ,E P�,AN E-3Q4 WES'T"STDE T��S ELECTRTCAT. bE'T'AILS E�3�G WES'T'STDE HSPS PANEL HP-300 ON�-T.TNE DTAGRAM E-3Q7 W�STSIDE IISPS SCHEMATICS E-601 VVESTSIDE HSPS FIX�`URE SCHEDULE City of �o��t Worti� 3 of 4 Ci�y Praject No. 103335 AdbENDU[vI NO_ i Jsa�t�aiy 19, 2022 I',-G(12 VJiiS"[;�lf)I. 1j51'ti f�l�'I'�Jltl? 5C;lllil)tJfs}.: "�. �-�.•- 11RL'1-II'f'I.Cf'111tA1.. N[3 r'is5 i,fi(.�l.l; M(.)LI�'I'AIN l-ItiC'� I�� i:UUI.: SUN1M1�itY ANU i.,ll-�C: SAf�C'l�'Y P�,l1NS I. f3uilclinf; �:tyd�: i�imr'rz�ry -- V4+Ga�ll►+:r��!•c3r.7f f.3�iGln��ir�� - I�35�'S "? x, l�Eil.�;'I'li "2UU�J Iutcri�atioitfii f:f1L'1''�)r C.CYLI4-- �ZCSlCtClltlill" I�. 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I l;��+�a�•y 19, 2f,i�.2 90 11 !3 INVITATIQN Td BIDDERB Page I of 4 SECTION 0411 i3 INVITATIQN TO BIDDERS RECETPT OF BIDS Sealed Uids faz• the const�uction of the Eagle Mountain aud Westside Water Treatment Piant Pu�p Station Weatherproof Enclosures Project, CPN .103335 ("Pxoject") will be received by the City of Fort Warth Purchasing Office unti11:3U P.M., CST, Thursday, January 13, �0�� as furkher dasc�•ibed Uelovv: City of Fort Worth Puu•chasing Division 200 Texas Sheet Fort Woz-th, Texas 76102 Bids will be aceepted by: US Mail, Courier, FedEx or hand delivery at the address above; Bzds will be apened publicly and read aloud at 2:00 PM C5'I' in t�e City Coun.cil Chanabers. In Lieu oF delive�ing completed Business Equity (M/WBE) forms or the project to the Purchasing Ofi�ice, biddez•s shall e-mail the completec� Business Ec�uity forms to the City Prt�jeet Manager na Iater than 2:U0 p.m. on the second City business day after the bid opening date, exclusive of the bid opaning date. GENERAL I)ESCRIPTION OF WORK The majnr wnrk will cnnsist of the (�pprnximat�) following: - Provide and instalI two (2} pre-engineered rnetal buildzngs {PEMB) to eneIo�e existing water treatm�nt plant {G�VTP) High Seivice Pump Stations {HSPS) — One (1} at Eagle Mountain WTP HSPS 2 and One {1) at Westside WTP HSPS - Provide and install conerete masanry unit {CMU) enclosuz�e for c�isting Eag�e Mowatain WTP HSPS I. - Selective demolition at each of Y.Yie pump stations - Provide drill shaft foundatians f�r three new enciasures for existi�:g High Service Puuip StatiQns (HSPS). - Maintain plant operations during installation af HSPS enclosur�s. - Assaciated civil, HVAC, electrical, and insti-umentation wark. PREQUALIFICATIDN Tne improvements included in fihis project must be perfortned by a contractor or designated subeontractor who is pre�qualified by the Gity at ihe time af bid opening. The procedu.res for qualificatiorn and pre-qual.ification are outlined in the Section 3 of 00 21 13 — INSTRiJCTiONS TO BIDDERS. DOCUMENT EXAMINATIQN AND PROCUREMENTS T'he Bidding and Contract Documents may be examined or obtained on-line hy �isiting die City of Foart Worth's. Purchasing Divisio.n website at http:/lwww.fort�worthtexas. o�v/purchasing/ and cIicking on the link ta the advertised projeet folders on the City's electronic document inanagement and collaboration system site. The Con�ract Documents may be dvwnloaded, viewed, and printed by interested cont�•actors andlor suppliers. The City's electronic �acument rnanagement and collaboration system dacuments can be found directly at the following links: CITY OF FOTtT WORTH BID CQNSTRUCTIpN SPECIFICATION DOCUMENT December 2421 Eagle Mountain & Westside WTP Giry Project No. 103335 06I113 1NVITAT[QN TO BipDER5 Page 2 af 4 Bid Document PacItage h#tqs;/Idocs.b360.autodesk.comishares/70914fad-OeGO-A 311-Sc�4b-47c9952d7032 Addenda Fnlder htt s://docs.b360.autodesk.camishareslf8d043ee-49e0-43a0-a312-4�affb67f21 c The contractur is reqnired to fiU out and notarize the CertificaE+e of Interested Parties Form ]295 and the farm must be suhmit#ed to the Project Manager before fhe contract wi[1 be presented to tlie City Cauncil. The farm can k�e o�tained at h ttps:l/ww�cv. ethics.state.tx.us/tec11295-Info.h tm. The cost of Bidding and Conhact Documenis with full size drawings: $1Q0.00. Copies zn.ay be pu�chased from: CDM Smi�., Inc. 801 Cherry Steet., Unit 33, Suite 1820 Atin: Matt Dabbertien, P.E. Einail: dobbertienmf�a7,cclmsmith.co:m 1'hone: $17-916-Z9D5 PRESID CONFERENCE AND SITE VISIT A p�ebid confereance will be held as discussed in Section b� 21 13 - INSTRUCTIONS TO BTDDERS at the foll�wing date and time via a web conferencing applica�ion; DATE: M�ndav, Januaiv 3, 2022 TIl1zE: 10:0�am-11:OOaz�a C5T Because the prebid canference will be held online via a web cor�erencing application, invitaiions wzil be distributed directly ka those who have submitted Expressions af Inter�st in the project to the City Project Manager and/or th� Desi�n Engineer. The presentation given at the prebid canference, and any questians and answers provzded at the prebid conference will be issued as an Addendu�n to the call for bids, A non-mandatory site visit will follow the prebid coiiference at the foIIowing date and �ime. DATE: Monday, 7anuaiy 3, 2022 � TIME: 1; OQp — 3: QD� C�TY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to t�e Bidder presentij�g the Iowest price, quali�'tcations and compet�ncies considered, INQUIRIES All inquiries relative to this procurement should be addressed to the foIlowing: Attn: Dena Johnson, P.E. City of Fort Worth Emai1: Dena.lohnson{c�fortworthtexas.� CTTY O�' �'ORT WORT�-[ Eagle MounCain & Westsi�le WTP BII� CONSTI2UCTTON SPECIFICATIQN DOCUMEt�IT City. Project No. 103335 December 2021 oaii i� INWITATICaN Tb BIDD�EtS Page 3 of 4 Phane: 817-�91-&820 AND/OR Attn: Matt Dobbextien, P.E, CDM Srrdth, Inc. Et3nail; dabbertiennii' cdmsinith.com Phone: 817-916-2905 EXPRESSION OF INTERSEST To ensure potenfial bidders are kept up to date of azty n.ew in:foz-naation pez•tinent to this proj ect, all interrested parties are requested to email Expressio�s of Inte�'est in this procui-emeni to f.he City Praject Mauager and the Design Engineer. The email should include the company's name, cantact person and that inciividual's ezx�ail address and phone nurnber, All Addenda wi11 be disb.-ibuted directly to thase whfl have expressed an interest in ihe procurement and will also be posted in the City of F'ort Worth's purchasin.g �rvebsiie at 1�ttp:/Ifortwaa�thtexas.gov/purchasing/ PLAN HOLDERS To ensure you are kept up ta date nf any new information pertinent to this project such as when addenda are issued, dawzilaad the Pkan Holder Registration form to your compuier, complete and emazl it to the City Praject Manager ar the Design Engineer. The City Pt•oject Mat�.ager and design Enginee�• are responsible to upIoad the Pla.ns Holder Registration form to the Plan Hold�rs folder iH BIM360. Mail your completed Plan Holder Regist�ation fo.rm to thase listed i.n TNQUIRIES abnve. ADVERTISEMENT DATES December 16, 2021 December 23, 2021 END OF SECTION CIT1' OF I'ORT WOI�`I'N �agle Mountain & Westside 1�VTP BID CONSTRUCTION SPECC�'TCATTON DOCUMENT City Project No. 103335 December 202] 00 11 I3 [AIVITATION Ta BIDDEftS P�ge9 of4 This page intentionally left blank crT� o� r o�zr wo�zrx BID CONSTRUCTION SPECIFICATION DOG[JMENT December 2027 Eagle Mountain & Wes�side W"I'P City Pi�oj�ctNa. ]03335 ao2i �� 1NSTRUCTIONS TO BIDBERS Page 1 oP 10 SECTION 40 �f 13 ]NSTRUCTIONS TO BIDD�RS 1. Defined Terms 1.1, Capitalized terms used in these INSTRUCTIQNS TO BIDDERS are defined in Sectioz� 00 ?2 00 - GENERAL CONDITIONS. 1.2. Certain addi�ional terins used in these INSTRi7CTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singulat• a.rLd plutal thereo� 1.2.1. Bidder: Any perso�z, firm, pa�iership, cornpany, association, or caxporat�on acting directly tku•ough a duly authorized repres�n�ative, submitting a hid for perfo�ming the work coniemplated under the C.ont�act Documents. 1.2.2. Nozuresxdent Bidder; Any person, firm, pai�inership, co�npany, association, or corporation acting directly through a duly autlaorized representative, submitting a bid for performing tl�e wark contemplated under the Ccrniract Documents whose principal place of business is not in the State of Texas. I.2.3. Successful Bidder: The lawest respons�ble and respnnsive Bidder to wk�om City {oz� tlae basis of City"s evaluation as hereinafter provided) makes an award. �. Copies af Biddi�g Ducuments 2.1.Neither City nor Engineer sha11 assume any responsibility far errors or misinterpretataons resulting from ihe Bidders use of incflmplete sets of Bidding. Doc�tments. 2.2. City and Engineer in malcing copies of Sidding Do�uments available do so oniy for th� pu.ipose of ohtaining Bids for the Worlc and do not authorize or confer a license or grant for any other use. 3. Preqnalif�cation of Bidders {Prime Contractors and Subcantractors) l, Bidders or their designated subcontractors are required ta be prequalified f�r the work types requiring prequalification as per Sections QQ 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre-qualification, must submit the docuxneiitation idex�tified in Section 00 45 1 I an Section 00 45 13 PREQUALIFICATION APPLICATION at least seven ('�) calendar days prior to Bid opening for review and, if qualified, acce�tance. The subeont�-actars listed by a Bidder an 00 45 12 must be prequalified for ihe appropriate work types. Suhcontractors inust foilow the same timelines as Bidders far obtaining prequalification review. Bidders or Subcontractars who are not prequali�ied at the time bids are opened and reviewed may cause ih� bid to be rejected. Prequaliiication requiretnent work rypes and dacumentatian are available by accessing all i•equired files through the City's website at: https:lla�s.fortworthtexas. gov/ProjectResourcesJ CITY OF FORT WQRTH �agle MounEain & Westside WTP BID CONSTItUC'I'ION SPECII'ICA�'ION DbCI.lNIENT CiYy Project Np.103335 December 2021 00 21 l3 INSTRUCTIONS TO BII7DEItS �.1.1, Paving — Requirements docuinent located at: Paga 2 nf 10 htt s:lla s.foitwol-thtexas. ovlPro'ectlZesourceslResoux•cesP/02%20- %2 4Constr�iction%20D ocuxnenislCont� actor%20Prequalification/TP W%20Paving %20Conti actor%2QPrequali�ication%20Pro�•ain/PREQUALiFICATIdN%24REQ UIREMENTS%20FOR°lo24PAV7NG°/n20GONTRAC TORS.pdf 3.1.2. Roadway and Pedestrian Lighting — Requirements doeument Iocated at: htt�as://a�ps.fortwarthtexas. o� v/ProjectResourceslResourcesP/02%2Q- %20Constitiiction%20Docurnents/Contractar°/n20Pre ualification/TP1�%20Raadwa y%20and%2 OPedestrian°�o20Li _ htin _%Prequalification%20Pt•o gi•am/STREET% 20LTGHT%2.OPRE UAL%2QRE MNTS. df 3.13. Water and Sanitary Sewex — Requirements document loeated at: https://apt�s.fortwarthtexas. o� jectResourceslResoLucesP102%20- %o20Construction%20D ocumentslCont�•actot'%20Prequalification/Water%20 and%2 OSanita °/o20Sewer%20Cont�-actar%20Pre uali�catian%20Pro ram/WSS%20 re a uaI%20requirements.pdf 3.2. Each Bidder, unless cuz-rently prequalified, must submit to City at least seven (7} calendar days prior to Bid opening, the docwnentatio� identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2,l.Submission nf a.nd/or questions refated ta prequalification should Ue adcl�essed to the City contact as pra�ided in Paragraph 6.1. 3.3. The City res�erves tl�e right ta require any pre-qualified cantx actor w�o i$ th� apparent law biddei for a project to submit such additional info�xna�ion as the City, in it� sole discrction �a�ay require, it�cluding hut not �imited to manpawer and equipm.ent records, i_nformation about Isey personnel to be assigned to th� proj�ct, and constiuction schedule to assist the City in evaluating and assessing the ability of t�e apparent low bidder to deliver a quality product and successfully caffiplete proj ects for the amount bid witl�in the stipulated time frame. Based upon the City's assessznenC ofthe submitted information, a recoriamendation regardi�g the award of a contract wiI1 be made fo r.he City Co�ncil. Failure to submit the additional infoi�rnation, if requested, may be grounds for rejecting the appareilt low bidder as non-responsive, Affected contractors vvill be notified in writing of a recomtaaendation to the Cii� Couneil. 3.4. In addition to pxequalification, additional requirements for quali�cation may be required vvithin vaiious sections of the Contract Documents. 3.5. Special qualificatians are not required fo�• this project. 4. Examination of Biddin� and Contraet Doctrments, Oiher Related Data, and Site 4.1. Before subzn.it�ing a Bid, each Bidder: CITY OF FpRT WORTT-I Eagle Mountain & Westside WTP BID CdNS7'Rf1CT[ON SPECIFICATIQN DO�UIVIENT City Pt•nject Na. 10.3335 DecemUer 2421 00 21 l3 II�lSTRUCTIONS TO BIQAEitS I�age 3 of k0 4. f. l. Shall examine and carefully siudy the Contract Documents and ather reiated data identi�ed in the Bidding Docun�ents (including "technical data" referred to in Paragraph 4.2. below}, No information given by City or any repres�ntative of the City other than that contained in the Contract Documentis and off`�cially promulgated addenda the�•eto, sha11 be binding upan the City, 4.1.2. Should visit Y11e site to become familiar with amd satisfy Bidder as to the general, IocaI and site condzt�ons ilaat nr�ay affect cast, progress, performance or furn�shing of the Work. 4.1.3. Shall co�asider fedezal, state and local Laws and Regulations that may affect cost, �arogress, perforrnance or fiu�nishing of the Work. 4.1.4. Shall study all: (i) reports of exploraiions and tests of substuiace conditions at or c�ntiguous to the Site and all drawings oi physical canditions relating to existing surface nr subsu��face structures at the Site (exeept Underground Facilities) that have been identi�ed in the Cant�act Documents as containing reliable "technical data" and (ii) repoi-ts and drawings of Hazai'dous Envuonmental Conditions, if any, at the Site tllat have bee� identi�ed in the Contz�act Docuraents as containing reliable "technical data.° 4.1.5. Is advised that the Contract Documen.ts on �le wzth the City shall constitute all of the information which the Ciiy will furnish. Aii additional in%rmatia� and data which the City will supply after promulgation of the fo�r�nal Gontract Documents shall be issued in the farm of �vrztten addenda and shall become pait of the Cont��act Docu�nents just as tliough such addenda were ac�ually written into the original Contract Documents. N� information �iven by the City othex than that contained in ihe Coniract Documents an.d of�czally pramulgated addenda thei•eto, sha�l be binding upon the City. 4.1.6. Should perfortn independent research, investigations, tests, borings, and such dther means as may be necessary to gain a camplete knowledge af the conditions r�hieh will be eneounter�d during the construction of the praject, For projects with t•estricted access, upan request, City may provide each Bidder access ta the site to canduct such examinations, investigations, exploratians, tests and studies as each B:idder deerns necessary far s�bmission. of a Bid. Bidder must fill al l holes and clean up and restore the site to its former conditions upon completion of suc� exploratians, investigatians, tests and studies. 4.1.7, Shall determine t�ie diff'iculties of the Work and aIl at�ending circwnstances affecting the cost af doing the Work, timc required for its completion, az�d obtain aIl information required tn malce a propasal. Bidders shall rely exelusively and solely upon their own estimates, investigation, research, tests, explorations, and aiher data which are necessary for full and complete inf��nation upon vvhicl� the proposal is to be based. It is understood that the stilbmission af a proposal ar bid is prima-facie evidence that the Bidder has rnade the investigations, examinations and tests hez•ein required.. C1TY OF FORT WORTH �ag3c Mountain & Westside WTP BlD CONSTRUCTION SPECIFICATION I]OCUMEN'1' City ProjecE No. 1p3335 I7ecember 2021 oo ai i3 [AISTR[TCTIpNS TQ BIDDERS Page 4 nf f 0 4.1.8. ShalI prat�nptly notify City of alI conflicts, en•ors, a2nb�guities or discrepancies in or l�etween the Conteact Docu�nents and such otlaer z•elatad documents. The Cont�ac�or shall not talce advantage af any gross error or omission in the Contract Docuz�aents, and the City shall be pe�-�nitted to ncialce such correctian� or inteipretations as may ve deemed necessary for fuliillment of the intent af the Cont�act Docu�ents, 4.2. Reference is made to Section 00 73 00 — 5upplementa�y Conditions for identifiGa�ion ot': 4.2.1. thase reports of exploratians aaad tests a:f suUsurface conditians at or contiguous to the site which have been u�ilized by Ciry in preparatian of the Contz•act Docnments. The logs of Soil Boz-zngs, if any, on the plans as•e for general infoimation only. Neither the City nor the Engineer guarar�tee tha# the data shown is ��epresentative of conditions which actually exist. 4.2.2. those dfawings of physical conditions in o� relaiing to e�sting surface az�.d subsurface stiuctures (except Und�i•ground Faciiities) which are at or cont�guous to the site that have been utilized by City in prepat�aiian of the Canfract Documents. 4.2.3. copies of such reports and dra�ings will be u1a�1e available by City to any Bidder on request, Those rcports and drawings may not be part of the Contract Documents, but the "technzcal data" contained therein upnn which Bidder is entitled to rely as pro�ided in Paragraph �.02. of the General Conditians has been ide:ntified and cstablished in �a�•agraph SC 4.02 aFthe Suppl�mentaiy Conditions. Bidder is r�sponsible for any interpretation or conclusion drawn from any "tec�ieaI data" or a�ay otlaer data, tnterpretation�, opinions or information. 4.2.4. Standard .insurance requirements, coverages and liinits. 4.3. The subrnissinn of a Bid will constitute an incontrovertibie representation by Bidd�r: (i) that Bidder has compiied witJs every raquirement of fihis Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing tr�� Worlc required hy the Cantract Dacuments and applying the specific means, methods, techniques, sec�uences or procedures of construction (if any) that m.ay �e shawn ar indicated nr expressly required by ihe Contr.act Dacuments, (iii) that Bidder has given City writien notice af all conflicts, errors, ambiguities at�d discrepancies in the Con�•act Documents and the written resalutions thereof by City a�e acceptable to Bidder, and when said conflicts, etc., have not been resolved thraugh the inteipr�tations by City as described in paragraph �., and (i�} that the Contract Documcnts ar-e generrally sufficient io indicate and con.vey undersfanding nf all terms and conditions for perfarming and furnishing tlie Wark. 4,4. The pz•ovisiozas a�tliis Paragraph 4, inclusiv�, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardaus Waste or Radi�oactive Matez•ial covered by Parag-�'aph 4,06. af the General Conditions, unless specifically identif'ted in the Cantract Doeuments. �. Availability af Lands far Work, Etc. CITY OF FORT WORTH Eagle M�untain & Westside W`�'P BID CONSTRUCTION SPECIFICATIpN DOCUM�NT City Project No. 103335 Decembei• 2021 Ufl 21 l3 1NSTRUCTTqNS TC) B1DT)EI2S Page 5 of ] 0 5,1. The lands upon which tl�e Work is to be perfortned, zights-of-way and easejnen#s for access thezeto and othez• la�ads deszgnated for use by Contraet�r in perforniing the V4�ork are identifed in the Cont�aet Docuznents. AIl additionai lands and access thez•eta required for temporaiy construction faciIities, constructian equipment or storage of materials and equipz�aent to be inco�poxated in the Wor�C are to Ue obtained and paid for by Gontractor. Easements for peimanent st�lxctures or permanent chan.ges in existing facilities a.re to t�e obtained and paid for by Czty waless otheswise provided in the C4ntz•act Docu�nents. 5.2. Outsianding rigY�t-of wa�, easements, andlor pe�-mits to b� acqui�ed by the City are listed in ParagrapJi SC 4.01 of the Supplementa,iy Conditions. In the e�ent the necessaiy rzght- of-way, easeinents, and/ar pertnits are nat t�btained, the City reseives the right to cancel the awai•d of contract at any time before tlae Bzdde�• begins any consteuction worlc on the praject. 5.3. The Bidder sha11 he prapared to comm�nce construction without aIl executed ri�ht-af way, ease�ents, and/or permits, and shall submit a schedule to the City of how consiruction wiIl proceed in the other areas of the project that do nat require permits andlor easernents. 6. Interpretations and Addenda 6.1. A1I questions about the meaning or intent of the Bidding Documents are to he directed to City in writing on or before 2 p.m., th.e Monday priar ta �he Bid opening. Questions received after this c3ay may nat be responded to. Interpi•etations or clarifica�ions considered necessary by City in response to such questions will he zssued by Addenda delivered to all pat-ties ree�rded by City as havizjg received the Bidding Documents. Only questions answ�red by formal writien Addenda wiIl be bindin�;. Oral and oth.er interpretations or clarifications will be witllout lega! effect. Addres5 questians tQ: City oiFort Worih 200 Texas Street Fort Worth, TX 7C102 Attn: Dena 7ohnson, Water Depa�•t.na:ent Email: Den�.Johnson@fortworthiexas.gov Phone: $17-991-8$20 AND/OR Attn: Matt Dobbertien, PE, CDM Smith Inc. Err�aii: dobbertienmf cdulsmith.com Phone: 817-916-2905 a 6.2. Addenda may also be issued to modify the Bidding Documents as de�med advisable by City. CITY OP FORT WORTE-I Eagle Mountain & Westside WTP BID COI�STItiFCTION SPECIPICA'I'ION DOCUMENT �ity Project No. 103335 December 2021 ao zt �3 TIVSTRUCTIONS TO B7DD�R5 Page G af 16 6.3. Addenda or ctari�catioias may be posted via Che C.ity's elect�•anic docUment ia�a�age�nent and collaboratian system on BIM 360. 6.4. A prebid canference may be held at fhe time and place indicated in the Adver#isement ot� INVITATION TO BIDDERS. Representatives af City will be present to diseuss the Project, Bidde�•s aze encouraged to attend and participate in the conference. City will transmit to all prospective Bidders ofrecord sucl� Addenda as Ciry. considers necessaly in zesponse to c�uestions al�ising at the conference. Oral statements znay not be relied upon and will not he l�inding or legally effecti�ve. '�. Bid Security 7.1. �ach Bzd must be accompanied by a Bid Bond made payable to City in an amouz�t of five (S) percent of Bidder's maximum Bid price, on the fortn attached or equivalent, issued Uy a surety meeting the requirements of Paragraph 5.01 of �e Genez-aI Conditions. 7.2. The Bid Bonds provided by a Bidder will be retain.ed un.til the cox�dit�ans of the Nol;ice of Awaxd have been satis�ed. If the Successiul Bidder fails to execute and �•etu�•n tk�e Contract Documents within 14 days after the Notice of Award conveying sam�, City may co:�sider Bidder to be in defa�.tlt, rescind the Notice of Awazd and act on the Bid Bond. Such action shall be City's exc�usive remedy in thc event B.idder is deemed to have defaulted. 8. Cantract Times The number of days �vitk�in which, or the dates by which, Milestones are ta b� aehieved in accordance wi1;h the General Requirements and f�e Work is to be cnmplet�d and ready for Final Acceptance is sei forth in the Ag,i•eement or incorporated therein by refezence fo the attached Bid Form. 9. Liquidated Damages Pro�isions for liquidated damages are set forth in the A,greerzzent. 10. Substitute and "Or�EquaI" Ifems The Cantract, i� awarded, will be on the basis of inaterials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items, Whenever it is indicatcd or specified in the Bidding Dacuments tbat a"substitute" or'br- equal" item Qf material ar equiprnent may be furnished or used by Contractor if acceptable ta City, applica�ion for such acceptance will not be considered by City until aft�r the Effective Date af th� Agreezn.ent. The pracedure %r submission of any such application by Contractor and cQnsideration by City is set fort� in Paragraphs 6.OSA., 6.45B. and 6.OSC. of the General Canditians and is supplemented in Section O1 25 00 of the Genex•al Requzrements. 11. Subcontractars, Suppiiers and Others 1 I.1. Tn accordance with the City's gusiiless Equity Ordinance No. 24534-11-2020 the City has gaals for the participation of minority business and/ox women business enterprises in City contracts $100,000 ar greater. See �ection OU 45 40 for the MIWBE Project GoaIs and additianal requirements. Fazlure to cornply shall render the Bidder as nan-rasponsive. Business Equity Ordinance No. 24534-11-2020, as amended, codi�ed at: CITY QF FORT WflRTI3 Eagte Mountain & Westside �VTP BID CONSTRUCTION SPECIFICA'i'ION DQCUM�i�IT City ProjectNo. 103335 Decainber 2021 ao2t i� TNSTRUCTIqiVS TO BIDD�ItS Page 7 oF I0 htins://cadelibrasy. amlegal.com/codes/ftworCh/latest/itworthetx/0-0-0-22593 11.2. No Contractor shall be required to employ any Subcnnt�actor, Supplier, atller person or organization against whom Contractor has reasonable objection. 12. Bid Form 1.2. !. The Bid Foirn is included Gvith tl�e Bidding Documenis; additiona.l eopies may be ohtained from the City. 12.2. All blanks on Che Bid Farm must be completed and the Bid �'orm si�ned in inlc. Eras�ues or alterations shall he initialed in ink by the persoa� sxgning the Bid Farm. A Bid price shall be indicated �or each Bid item, alternative, and unit pt-ice item listed therein. In the case of optional alternatives, the wo�ds "No Bid," "No Change," or "Not Applicable" may he entered. Bidder skall state the priees fox• which the Bidder pzoposes to do the wozk cantemplafed or fiu�ish materials requzred. All entries shall be Iegi�le. 12.3. Bids by carpoxatz4ns shall be executed in filie cor�orate name by the president or a vice-president or other c�ipat•ate officer accompanied by evi.dence af authority to sign. The corparate seal shall be affixed. The corpozate address and state of incozpoaration shall be shawn below the signat�zre. 12.4. Bids by partnerships shall be ex�cuted in th� partnership name a.nd signed by a pat�tner, whose title must appear under the signature accompani�d by evidence af autharity to sign. The official address of the partnership shall be shown belaw the signature. 12.5. Bids by limited liability companies shall be ex�cuted in tl�e zaame af the firm by a member and aceompazzied by evidence of authariry to sign. The state of formation of the �rm and the official address of the firrn shall he shown. 12.6. 12.7. I2.8. 12.9. Bids by individuais shall shaw the Bidder's name and official address. Bids by joint ventures shall be executed by each joint venfure in t��: manner 3'ndicated on the Bid Forzn. T�ie afficial address of the joint venture sball be sliown. A11 names shall b� typed or printed in ink beIow the signatuxe. The Bid shall contain an aclrnowledgement of receipt oi all Addenda, the numbers af which shall be �lled in on the Bid Fortn. 12.10. Postal and e-mail addresses and telephone number for cornmunications regarding tbe Bid shall be shown. 12.11. Evidence of authoriry to conduci business as a Nonresident Bzdder in the state of Texas shall be provided in accordanc� with Section DO 43 37 — Vendor Compliance to State Law Non Resident Bidder, CITY �F FORT WORTH Eagle Mountain & Westside WTP BID CONSTRUC'I'ION SI'BCIFICATION DOCUMENT City Project No, 103335 Deeember 2Q21 0.0 21 13 INSTRi7CTTONS TO f3IDIlERS Page 8 of 10 I3. Subnaission of Bids Bids shall be snbmitted on the presci-ibed Bid Fo��zn., prt�vided with the Bidding Documents, at Y.he time and place indicated in the Advertisement or INVITATIQN �"O BIDDERS, addressed to Puz•chasi�g Managez of the City, and shall Ue enclosed in an opaque sealed envelope, marlced with the City Project Number, Pz•oject title, the name and address oi Bzddez•, an.d accompaz�ied by the Bid secuu•ity and other required documents. If the Bid is sent through the mail ar other delivety system, the sealed envelope shall be enclos��d in a s�parate envelope v�rith the notation "BID ENCLOSED" on the face of it. 14. WiEhdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing O��ice may be withdrawn priar to the ti�ne set for bid opening. A requesi for withdrawal rzzust be made in writing and deiivered to the Puz-chasi�ag Office to receive a time stamp prior to the opening of Bids. A timeIy withdrawn l�id wili be retu��ed to the Bidder �r, if the request ia witl�in o�.e laoLu of bid opening, wi11 not be read aloud and wiil thereafter be returned unopened. 14.2. In the event an� Bid for which a withdrawal request has been timely filed has be�n inadvertently opened, said Bid and any record thereof wi11 subsequ�ntly be ta�.a��ked "Withdrawn" and will be given no �iu�er consideratinn for ihe award of contract. I�. Opening af Sids Bids will be opened and read aloud publicly. An abstract af the aznounts of the base Bids and major altexnates (if any) will be made available tb Bidders after the opening of Bids, �.b. Rids to Remain Subject to Ac.cept�nce All Bids will remain subject ta aceeptance for a minirnum of 90 days or the time period specified for Notice nf Awatd and execution and delivery of a complete Agreetnent by Successful Bidder. Ciiy may, at City's sole discretion, release any Bid and nullify the Bid security prior I:o that date. lq. Evaluation of Bids and Award af Canfract J 7.1. City reser�ves the right tn reject any or all Bids, including without limitation t}ze rights to reject any or alI nonconforming, nonresponsive, unbalanced or conc�itionaI Bids and to reject �Iie Bid af any Bidder if City believes that it wauld not be in the best zn.te�•est of tYi.e Project to rnake an award to that Bidder. City reserves the right to waive informalities not involving price, contract ti�x�.e or cl�anges in the Work and avvard a contract to such Bidder. Diserepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies betwcen the indicated sum of any coiuinn of figures and the correcf su� the�eaf will be resol�ed is� favor of the correct sum. Discr�paneies between words and figures will be resalved in favor of the words. CI`I'Y OF FORT WORTH Eagle Mauntain & Westside WTP BID CONSTRUCTION SPECIFICATION DO.CUMENT City ProjectNo. 103335 December 2021 aoai i3 1NSTE2UC"1'IflNS TO BmDERS Page 9 oF 10 17.1,1. Any or all bids will be rejected if City l�as reason to believe that collusian ��ists among the Bidders, Bidder is an interested party to any litigation against City, Ciry ar Bidder rnay have a claim against the other o�• be engaged in litigation, Bidder is in airears on any e�s�ing contraet or has defa�alieci on a previaus cont�•act, Bidder has perfoimed a priar cc�nt�•act in an unsatisfactory lnanne�, or Bidder has uncompleted work whicb in the judgment af the City will prevent or hinde�- the pz'ozx�pt eompletion of additianal woi-k if awarded. 17.2. In additian to Bidder's relevant prequaIificai�an requireznents, City may consider th� qualifications and experience of Subcantractors, Suppliers, and other persans and ozganizations proposed for those portions of Yhe Work where the identity of such Subcontractars, Suppliers, and other pexsans and organizations must be sttbmitted as provided in the Contract Documents or upon the i'equest of the City. City also nnay consider the operating costs, maintenance requirements, pez-fox-zaaance data and guarantees of majoY items of materials and equi}ament proposed for incorporation ixi the Woc�C when such data is required to be submit�ed prior to the Notice of A�vard. 17.3. City ffiay conduct such investigatians as City deems necessary to assist in the evaluation of any Bid andto establ.ish the responsihility, qualiiications, and �'ur�wcial ability ofBidders, pro�osed Suhcont�actnrs, Suppliers and oiixez• persans and organizations to perform a�ad fiirnish khe Wark in accordance with the Contract Docutz�ents to Gity's satisfaction within the prescrihed ti_me. 17.4. Contractor sha11 perfoxr.n with his own organization, work of a value not less than 3S%o ofthe value embraced on the Cont�act, u�less atherwise approved by the City. 1'1.5. Lfthe Cnntract is to be awarded, it v�ill be awarded #o lovuest responsible and responszve Bidder whose evaluation by City indicates that the awazd will be in the best interests of the City. 17.5. Pursuant ta Texas Go�ernment Code Chapter 2252.�01, the City wzll nat award cont�•act to a Nonresident Bidder unless t�►e Nonresident Bidder's bid is lower than the Iowest bid submitted by a responsihle Texas Bidder by the same a.inount that a Texas resident bidder would b� required f.o tinderbid a No�aresidez�t Bidder to obtain a comparable contract in the state in which the nonresident's principal place of husiness is locatec�. 17.7. A contract is not awarded until forz�.aal Czty Council a�xtkorization. If ihe Conhact is to be a�a.rded, Ciry will award the Contract within 90 days after the day of the Bid opezaing unless extended in writing. No other act of City or others will eonstitute acceptance of a Bid. Upon tk�e contract award, a Notice of Award wiIl be issued by the City. S 7.7.1. The contractor is required to �11 out and sign thc Certificate of Tnterested Parties Form 1295 and the form must be submit�ed to the Project Manager before the contract will be prese�ted to the City Council. The form can be obtained at https:llwww.etliics.state.tx.usldatalforms1129511�95.�pdf 17,8. Failure ar refusal to comply �vith the requiremea�ts �nay result in rejectian of Bid. I8. Signxng of Agreement CITY OF FORT WQR'I'H �agle Mountain & Westside WTP BID CONSTRi7CTION SPECIFICATION DOCUMENT City ProjecE No. 103335 Decembez 2021 oaa� i3 INSTRl1CT10N5 Tb BIDD�RS f'agel0of10 18.1. When City issues a Notice of Award to the �uccessful Bidder, it will be accoTnpanied by the r•equi�ed number o�unsigned counterparts of the Praject Manual. Within 14 days thereafter, Contractar shall sign and delive�• ttke xequired number of co�terpa��s oi the I'rolect Manual to City with the required Bonds, C�i�ti�icates a� Insuran.ee, an.d a11 other requued docuznentation. 1$.2. City s11aI1 thereafter deliver one fully si.gned countez•pat-t to Cont7eactor. END OF SECTION CITY QF POItT WORTI3 Eagle Mountain & Westside WTP BIl] CONSTRUCTION SPECIFICATION DOCLAI4ENT City Project No, 103335 December 2021 00 35 I3 CONFLIC'� OB IN'T'�RES'i' AI'F7DA`�T[' Fege 1 af 2 SECTION � 3� 13 CONFL,ICT OF 1NTEREST AFFIDAVIT Eaeh bidder, offerar ar respondent (hereinafter referted to as °`You") to a City af Fart �iSiarth procurement may be required ta complete a Co�aflict af ��terest Questzonxaa'sare (the a�tacked CIQ Fc�rin�) audlor a Local Government Qf�icer Coiiflicts Disclosure Statement (the attaei�ed CIS Farm} pi�rsu�nt to slate larv. You are urged ta consult with counsel regard'zng the ap�=Iicability af these farms to your aompany. The referenced forms may be downlaaded fram tYie links provided below. Fh� . _, 1 ; ti - — � - -k T rr.._. -. t4:. , ,... ....,�.....T I("�i� ».7!' Q CIQ �'orm do�s not aPp�Y �� CIQ Forni is on �ile with City Secretary CIQ Forzn i� being pravided io the City Secretary CIQ Fa�n does not apply CIS .Fonn is on File with City Secretaty CIS Fc�rm is baing provided to the City Secxetary BIDDER: Crescent Constructors, Inc. Hy: Da� id Caldwell __ ___ .._ __ Campany . {P�ase P ' t} _� . . - I� ; 25GQ Technology Drive, Suite 4Q0 s�g��z�; '� ti_�`. Address - - , Plano, Tx 75�74 Tit1e: Vic,e President City/State/Zip (Pleas� 1'rint) END OF SECI'iON CITY �F FOR'f WQRTH Eagla Mouirtain & Westside WTY BII] CONSTRLJCTION SPECTFiCATIdN DOCUMENT3 City Project No. 103335 Deceuibar 2021 DO 41 DO BfD FORM Page 1 of 3 s�c�io�u oo a� an BID FORM 70: 7E�e Purchasing Manager clo: The Purchasing Divisian 200 Taxas 5tree# City ofi Fort Worth, Texas 76�02 Fc�R; �agle Mountain and Wes#side WTP Weatherpranf �nclosures Ci#y Project No,: 90333� Uniks/Section5: NA 1. Enter Into Agreement The undsrsignad Bidder propases and agrees, if thfs Bid is accepted, to ent�r into an Rgreement wl#h City in the farm included in the Bldding pocuments to perforrr� and furnish all Work as specified or indica�ed in the Contract Qocuments for the 6i� Price and within the Contracf iime indicated in this Bid and in accordance with the other terms and conditions of the Contract �acuments. �. �IDD�R Acknawledge¢nents and Cer�iflcation 2.1. In submitEing this �id, Hidder accepts all of the terms and conditians of the IYVViI'ATfON TO BIDp�RS and INSTRUCTIONS TO BIDDERS, inciuding without limitation those deaiing wlth the disposition of Bid Bond. 2,2, Bidder is aware af all easts to �rovide the required insurance, will do so penc�ing cantract award, and w€II ptovide a v�lid insurance eer�ifieate meeting all requirements within 14 days of notification of award. 2,3. Bidder certifies that thls Bid is genuine and not m�de in the interast of or on behal# of any undisclosed indivldual or entity and 'ts nat submitted in conformity with any coEl�sive agreement or rulas nf any graup, associatioi�, organization, or corporation, 2.4. Bidder has not directly or indirectly Indueed ar soiicited any other �idder to submit a false or sharn Bid. 2,5, Bidder has not solicited or indueed any Indivldual or entity to refrain from bkdding. 2.6. Bicfder has not engaged in aarrupt, fraudulen#, callusive, or coercive praciices in compPting for the Contract. Far the purposes of this Pai•agraph: a. "corrupt practioe" means the offering, gi�ing, recelving, or svficiting of any thing of value likely to infiuence the actian of a public offieial in ths bidding process. b. "fraudulent praafice" means an intentional misrepresentation of facts made (a) to influence the bidding process ta the dotriment of City (b) to establish 8id prices at artifieial non-r,nmpetiti�e levels, or {c) to deprive City of the benefl#s of free anc! open com�etitfon. c. "collusiva practiee" means a scheme or arrangement beEween twa or mare Bidders, with or without the knowlec�ge of City, a purpose of which fs to establish pid prices at artificial, r�on-competltive �evels. GITY OF FORT W��RTN Eagle Mauniain Westalde V4TP STANpARp COIVyTRUGTICi�I SpEGIFICATI�N �OCUMENT5 City Project No. 163335 Der.emher 2a21 DO 41 00 BID FORM Page 2 af 3 d. "coercive practice" means harrning or threatening to harin, directly or indlrectly, persons or their propr�rty to influence their partic9patian in the bidding process or affect the exeautian of the Contract. 3, Prequalif�catEan The Bidder acknowledges that the fbllawing wark types must be performed or�ly by prequalified evntractors and subcnntraotors: a, WaterlWastewat�er Treatment Faciltiies b, c. d. e. f. 9� h, 4. Time ot Gompletion 4.1. ihe Work will be complste for Fi�al Acceptanee wii�in 4a0 days afterthe date when the the Contr�ct Time commences to run as providad in I'aragraph 2.�3 of the Generel Conditions. 4.2. Bidder acce�ts the provisions of the Agreament as to liquidated damages En tha e�ent of failure to complete the Woric {andlor achie�ement oi Milestones} within the times specified in the Agreament. �. A�ached to this �Id The follawing documents are attaehed to and made a part ofthl� Bid: a, This �Id Form, 8eetion DO 41 00 b. Required Bid 8and, Section Oa 43 13 issued by a surety meeting ihe requirements af Paragraph 5.01 of the General Cor�ditians. a. F'rflposal Form, 5eokian 4� 42 43 d, Vendor Compl9ance fo State Law Non Resident Bidder, Section 00 43 37 s. MWBE Forms (optional a# #ime of bid) f. Prequalification Statement, Seation 00 45 12 g. Confl9et of Interest Affldavit, Section 00 35 13 *If necessary, CIQ or CIS forms are ta be pro�{ded directly to City Secretary h. Any additional doeuments that rnay be required by Section 12 of the Instru�tions to Bidders CITY OF ��RT WC�R7M Eag1e MourNain Westslde 1NiP STANDARD CQN5TRi1CTICN SPECIFkCAiION qbCUMENT5 City Prajecf Nm. 1U3335 December2021 0o ai ao eio FORrn Page 3 of 3 B. 7oial �id Amount 6,1. Bidderwill cnmplete the Wnrk in accordanca with the Contracfi L ocumants for the #ollowing bid amount, an the space provided belaw, please enter the total bid amaunt for thEs project, OnEy this figure will be read �ubEiciy by the City at the bid opening. 6.2. It Is understoad �nd agreed by the Bidder in signing this prflpasal that #he totaE bid amoun# entered below is subJec# to verification andlor modiffcatlon by muftfplying the unit bid prices far �ach pay item by the respective estimated quantities shown in ihis �roposai and than totaling all of fhe extended amounts, 6.3. Totel Bid �� 7 � $'�. -T, Lac�a i. Bid Submittai 1`his Bid Is submitied on 1f27l�a22 Respaa#fully�uk�rnittad, � ' , . � BY, - - - (S na E - Davld Caldw�ll 71t1e: Vice President Company: Crescant Constr�rctars, Inc. �ddress: 2560 7�ohnology Qrive Suite 400 Plann, Tx 75Q74 State af Incorporafion: �'exas Ernail: David�cresc�ntconstructars,corri Phone: 872-422-4414 END OF S@CTION by the entity named below. GorporatE3 Seai; CITY OF FORT WORTH Eagle PAour�taln Westalde VYTP STAN�ARD CON3TRUCTICN SPECiFIGATION DOCUMENT3 City Pro;ect No. 103335 Decemk7ee 2U21 QO 42 43 SID PROPOSAL P�,e ! o# I sECTiar� oo aa as PROPOSAL F'ORM �!1►1�= ' =3L�� = � Bidd�r's Appli�a�i�n Project Item Informatian Bidde�'s Propasal Bidlist Rem Specification Unit af Bid No. nescription 5ection No. Measnre Quantity Uttit Price Bid Value Eagle Mountain HSPS 1 Enclosure complete and ready ov o 1 for operations as shown in cvntract documents L5 1 ��' �2�' �+7�� excluding bid items 4 ta 7 below. �agle Mountain HSPS 2 Enclosur� complete and ready � 2 for operations as shnwn in contract documents LS 1 �i �iiC,U� Z,8 3 S, �ac`� excluding E�id iiams �4 fo 7 below. Westside HSPS Enclosure complete and ready for �v .,� �, �� 3 operations as shown in contract documents excluding LS 1 (��ap��7U , � bid ite.ms 4 ta 7 be[ow, 4 Concrete Paving (9825 @ Eagle Mtn WTP and 137D �2_�3_13 SF 11,185 � 66 1�� 1 u�j��' SF @ Westside WTPj � � on 5 98" l]iameter Drilled 5hafts @ Eagle Mtn HSPS 1 31-63-29 VLF 304 "j�� 'L2� �bv h G''u 6 3U" biaEnter Drilled Shafts @ Eagle Mtn HSPS 2 3i-63-29 VLF 555 4�� u �� 7 24" [7iameter Drilled Shafts @ Westside WTP & Lighf 31-63-29 VI.F 6'f9 �� j�� Pole Foundations S ConstructivnAllowance LS 9 $10�,000.00 $1D0,000.0a Total Bid � � �� l�iD OF SECTIOI� CITY OF�FORT WORTH B[p CpNSTRITCITQN SPECIFICATIOIV n�CLLViEiV7'S Eagle Mountain Wessside W"1'P pecem6.ec 2021 00�41 fl0 Bid Propasal WarkBaok Citp Froject No. 103335] OOA3 i3 Blfl BOND Page 1 of 2 ��i'I@N Q0�3 93 �ID BOND Ft�6C{El� ALL �Y 7'kiE�E A��N�: Thatwe, Crescent Constructors, inc. , krtawn a� "Bidder' herein and Tra�elers Casualty and Surety Company of America a wr�arate surety �uly aukhori�ed to do 5usiness in the State of Texas, known as °surety° N�rein, are held and iirmly baund unta tha Ci#y ,pf �a�t Worth, a municipal corporelion created pursuant ia the lavus af 1'exes, known as "Crtyu herein, in the penal sum � of five pepcent (6°i6� oE �Idder's maxim�rn iald price, in lawful rrtoney af the United 8taies, to be paid fn For9 Wnrth, Tarrant County, Texas for the payment of which sum we11 and truly io be rrtada, we bind oursehres, aur heirs, execx�inrs, admin[strators, successors and assigns, joir�tly and severally, f�rmly by these presents. 16iIFl��, the Principal has submitted a 6[d or praposal M perForm Wnrk for ths followin� projeet desigrta#ed as �agle Mountain and Westside W'['�' Westherproaf �ndnsures Q RlO1Rf, TFiER��OR�, tt�e condition af this a�ligstian is s�ch thst ff the Gity shall award the Cont�act fcr tFse ioregoing projact fo the Principal, end the Principal shall satisiy sl! requirements and conditEons required for !he execubon af t�e Contract and shall enter irrtc� the Canusct in wrfting wlt� the Ciiy in accardance with tMe temns of such same, ihen this abligattnn shail be and become null and void, If, howaver, the Principal fails to executs such CantracE in acc.nrdance with the terms of serr�e or fails to saiisfy all requiremertt� and cooditions requir�ed tor the execution of the Contract, thls bnrsd shall ksacome the property af the City, withouf recaurse of the Princ9pal andlor Surety, rsat ta exceed lHe pene�ity Fiereof, and shall Fae used ta compensate City for the difference between RrincipaPs tofsl bid amount and the ne�ct aefected bidder's totsl bid amount. PR�1lIa�E3 �URTFO�R, fhat ii any legal actiaR be filed on this 6and, venue shall lis in Tanant Caunty, Texas ar the Un[ted 5tates district Cour# far the Nor�herrt DEstdct of �exas, Fort Worth �ivision. IEE IOI�I�PII�uS W#�E��, the Principal and the 5urety have SfGN�� and S�A�€D this insir�men! by duiy authcrized ageMs and officers an this the 2Qth day ot JSnuai'y, 2022 J�N! AiTEST: � F � f y , r � �. Wftness as to Rrinaipal cirr oF Faar woRTH SrAfnnAFto CONSTHtlC'rION SPEC[F[CA7tDN ooCUMENT5 oecemnar zox� RRlNCIPAl�: Crescent Constructors I c. BY: ~ re � GtU�nl i.�,� � �� ir� �S�1C�'ri� art�e and 7tt�e Eagle MountaEn Westslda WTP Ciiy pro;ect No.1 �3335 0p 4313 91d BON� Page Z of 2 Wiiness as to 5u�ety nnie Kregel Attach Power of Rttomey (Surety) far Rttomey-in-Fact Address: �560 Teehnology Drive , Suite 400 Plano, TX 75074 SURC�i'Y_ Travelers Casualty and Surety Com an of Ameri �Y: - , e r ' t � Jeffrey Todd Mclntosh, Attorney-in-Fact Name and Title � Address: One Tower Square Hartford. CT 06183 Telephorse Num�er. (214) 570-6428 "Note: If slgned by an affcer of the Surety Company, �ere rnust �a an fi�e � cert'rfisd extract from the by laws shawing that this Rarsnn f��s authority to sign such abligation. if Surety's phys[cal address is different from its mailing address, boih mus# be provided. The daka �f ihe band shall noi be prier to the date 1�e Contract is awarded. 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"' l . ..�� u. s �In�nir��u� ��n��i �f I�ir��r� in Li�u �� Sp��l IN��i�g �f ��ii� �fi D�F��c�vr� �f �r��r�� r�s�r��er�, In�. �h� undersign�d, being �I! fhv direc#drs of Cre�c�nt Ganstr�actors, inc., � T�x�s aorpar�flon (the "�orp�r��i+�n"), da h�r�foy cons�nt to fih� waiv�r of �I! not�c�s r�q�rir�d for a special meeting of the �oard ofi Directc�r� and, pursuar�t 1:� th� pro�isions c�f S�ction fi.201�b) af th� i�xAs Busl�d�ss Ot��►�11zA'r�on�s COo� and �h� C�r��r��€on's meetin� o# the �caard of �irectors: �I��ti�n �f �ffi��r� �nd ��h�ri�� t�SOLV��, the folfowing p�rs�ns ar� elected ta th� affic�s set fo�th b�sid� �ach pers�n's nam� icr ��rv� for t#�� an�a�in� Gorporat� y�ar or ur�til their suaa�ssors h�v� be�n duly �lecte� �nd qu�lifi�d; I�� Mich��l �aigre �avid C�Idw�l[ �is� Hil# Lisa bill i��i�g P�esident V�c� �resid�n� Se�r�#aory �rea�urer Fi�SOLV��, the Vic� Pr�sid�n�, when �h� Presid�nt Fs un�v�il�bl�, is h�rs�y authoriyed fio su�mit bids for construcli�n co�Fracts and tv �x�cu�e construciifln aantr�ct�, in addifion �o any ch�ng� ord�rs rela#�d ko s�m�, b,y and betwe�n th� Cprporation a�nd ar�y canstruction �roj�ct own�r. R�S�LV�D, th� S�cr�t�ry is h�reby �ut�ari��d tvi cer#ify a�rd attes� any bid ar contracf doc�men�s �x��u�ed by �h� Pr�sid�nt or th+� V�c� Pr�sid�nt. RES4LVE�, th� Yr€�asur�r �� her�by authoriz�d to b� a signaior� vn fihe �arp�r�tia�'s b�nk operating ac�our�� nd slgn checks a�thari��d by the P�re�id�nt o� th� V:ce Pr�sident. R��i�c�i��n afi �� A�� R�SI]�V�9, the �cts �nd �r��sac�ians th�� h�v� been v�lidly �a�Cen or mad� by �he offic�:rs of th� Corporatir,n since the d�t� of fih� last �nnua! me�ting of tMe Qo��'d af Diractor�, or the conser�t in if�u af annua! m�eti�g, �n� k��fore th� d�te of thEs cons�nt, �re ��rel�y r�tified in aoll r�spects. � �urfih�r In��ru�fions �� Offic�rs Rf�S��.V�D, the Secreiary of the Corporatio� is dir�cted to file ti�is consen� in the minu#a book of the Corp�oration and, further, the officers of th� CorK>oration are hereby atathari�ed and �ir�ctad to ex�c;ute and deliv�� all docum�nts, ta waiv� all cc►nditians, and io da all #hings necessary or helpful to carry out the purposes of t#�e �ore�o#ng resolufiions. All ac�s o€ th� officers �f th� Carpor�ti�on that are aonsist�nt wi�h the intent of the abov� resolutians are her�by ratifE�d and adopted in all respects as th� �cts of the Corporation. f N WfTN�SS WF�ER��F, t�e und�rsign�d �x�cut�d this Unanimo�as Gon�ent (In Li�u ofi 5pecial Meeting) af t�e �oard of Dir�ctors eff$cti�e as Cf tl�e 1st �ay af SE.p#�mber, �0�1. Director; :_M..p .e�f ��-- - � - ..--�. Allir,haef C�aigr�e�or ��a��'�`° Travelers Casual'� and �urei� Company of dmerica Traue[ers Casualiy and �urery Company St. �aul ��re and I�arine %nsurance Cornpany PDWER OF ATTQRNEY KNOW AI.L �I�N �Y iHESE PRESENTS: That Travelers Casualty and Surety Company of Ameriea, Travelers Casualty and Surely Company, and Sf. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Cpmpanies"), and thaf the Companies do hereby make, cnnstitule and appaint Jeffrey Todd Mclntosh of Plana Texas , iheir true and lawful Aftorney-in-Fact io sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakirtgs and other writings otrligatory in the nature lhereof on behalf of lhe Companies in lheir business af guaranteeing the fidelity of persons, guaranteeing fhe pertormance of conlracts and executing or guaranteeing bonds and undertakings requlred or permitted In any aafions or proce�dings allowed by law. IN Wi7NESS WliEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day nf February, 2097. iZ'��4� �*�S+e AHO G �T a � q � � �' �t � �°�' � �' . �~� � �� f r Fa �� " State of Connecticut City of Hartford ss. By: �-�-��`��'- Robert L. Raney, Se or Vice President On this the 3rd day of Fehruary, 2917, bafore me personally appeared Rabert L. Raney, +Mtio acknowledged himself to be the SenEnr Vice President af 7ravelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insuranc� Company, and that he, as such, being authorized so ta do, executed the foregoing instrument fbr the purposes therein contained by signing on behaif of the corporatlons by himself as a duly aulhorized oiiicer. In Witness Whereaf, I hereunto set my hand and oificial seal. My Commission expires lhe 30th day of June, 2021 '.�8.q � �. �� , �r Mane C. Tetreault, Notary Pu61ic This Power of Altorney is granted under and py the authority of the following resolutions adopteti by the Boards of Direntors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as #ollows: RE50LVE�, that the Chairman, the Presidet�t, any Vice Chairman, any Executive Vice President, any 5enior Vice President, any Vice President, any Second Vice President, fhe Treasurer, any Assistant Treasurer, the Gorporale Secretary or any Assistant Secrefary may appoint Attarneys-in-Fact and Agents to act for and on behalf of the Campany and may gE�e such appo�ntee such authority as his or her ceriificate of authority rnay prescribe to sign wlth the Company's name and seal with the Company's seal bands, recognizances, contracts of indemnity, and other writings obligaiory in the nature of a �ond, recognizance, or conditionaf undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revake the gower given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executhre Vice President, any Senior Vice President or any Vice President may delegate all or any part of #he foregoing authorify to one or more officers or employees of ihis Company, pro�ided lhat each such delegation is in writing and a copy thereof is filed in the offce of the Secretar}r; and it is FURTHER R�SOLWED, thal any bond, recognizance, confract of indemniEy, or writing obligatory in the natuf°e of a bond, recpgnizanr,�, or condifional undertaking shafl be valid and binding upon the Company when (a) signed by fhe President, any Vlce Chairman, any �xecutive Vice President, any Seniar Vice Presldent or any Uce President, any 5econd Vfce President, the Treasurer, any Assistant Treasurer, the Gorporafe Secretary or any Assistanl Secretary and duly affested and seafed with the Company's seal by a Secretary or Assistant 5ecretary; or (p) duly executed (under seal, if required) by one or more Aitorneys-in-Fact and Agenfs pursuant to the power prescrE6ed in his or her certlficate or their cerlificates of authority or by one or more Company off'icers pursuant to a wrillen delegation of authority; and i[ is Fl1l�THER RESOLVED, lhat the signature of each of ihe follawing officers: President, any Executi�e Vice President, any 5enior Vice President, any Vice President, any Assisianl Vlce Pres9dent, any Secretary, any Assistard Secretary, and the seal of the Company may be aff3xed by facsimile to any Power af Aftorney or to any certif�cate relatir�g thereto appoinliRg Residenf Vice Presidents, Resident Asslstant 5ecrelarfes or Attorneys-in-Fact for purposes only of execuling and atlesting bonds and undertakings and other writings obliga#ory In the nature ther�of, and any such Power of Attorney ar certificate bearing such facslmile signature or facsimile seal shall be valid and binding upon the Company and ar�y such pawer so executed and oertlfied by such facsimlle slgnature and facsimile seal shall be valid and hinding on the Company in ihe future with respec# ta any bond or understanding to +M�ich it is attaahed, I, itevin E, Hughes, ihe underslgned, AssislanE Secretary of Travelers Casually and 5urety Company of America, 7ravelers Casualty and Surety Company, and 5f. Paul Fire and fUlarin� Insurance Company, do hereby certiiy that the above and foregoing is a true and corcecl copy of the Power of Attorney executed by said Companies, which r�mains in full farce and effec#. Dated this 20tE� day of Jenuary , 2022 �� ap�iv nq6a q 4p4. �9 T '� �� H �ppp, �� pflpyjll � ' Po � •�� 1 • kai ''�� '�jfii'.r �°,M �� Kevin E. iiughes, Assistani Secretary To verffy ls►ie authenticity of thls Power ofAttarney, please caH us at i-�OU-411 386t0. Pl�ase refi�r to the a6ove-named Ati�vrney-in-Faei and Phe details of tl�e bnnd to which tlie paweris attached. T�XAS d IP,��MA�IOi� �R Ca�[��LpoliViS IV�iIC►� To obtain information or make a complaini: You may call Travelers tolk-free telephone numbe� for infarmation or to make a complaint at: 1-800-328-2185 You may contact the Texas Department of insurance to obtain informa#ion on companies, co�erages, rights, ar complaints at: 1-80d-252-3�439 You may write the Texas Department of Insurance PO Box 949104 Austin, TX 78714-9104 Fax (5'i2) 475-1771 Web: h�#�.r/wtivvv.�a�.►�:�-- :.- . E-rnail: 1 � ��, �„ « _ .. ��w,..._.- y ,.,�� : P��IUR�I OR G�oll4� �l��IT��: 5hould you have a dispute concern{ng your premium or about a claim yau should contact your Agent or 7ravelers first. If the dispute is not resol�ed, you may contact the Texas Department of Insurance. ATiACk iFiIS IVBiIC� i� YDI�R �O�,ICY. This notice is for information only and does nat becorrma a paet or condition of the attached document. �l�IS� I��O�i�N�� — IP1F0�141dIA�I�iN O �l�1�JA� � i��S Usted puede Ilamar al numero de telefano gratis de Tra�efers para informaci6n o para someter una queja a1: �-soo-32s-z� s� Puede comunicarse can el �epartamento de Seguros de Texas para obtener infarmacibn acerca de companias, coberturas, dereehos o quejes al; 9-800-252-3439 Puede escribir al Departamento de 5eguras de Texas PO Box 149i 04 Austin, TX 78714-9104 Fax (512) 475-1771 Web: �*-� _ -:�•EG;.texas„�� E-mail: � umerP t � � r� ;�-� -�•-� �IS�U�AS 50�� IMAS � ��CLAf�VQS: 5i tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Agente o Travelers primero. 5i no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI}. �JNA �.SY� AVIS� A SU �OLI�14: Este a�iso es solo para proposito de Informaci�n y no se con�ierte en parte o condiCion del documento adjunto. NTC-19.023 Ed. �5-13 Page 1 of 1 �O 2013 The TraveEers Indemnity Com�any. All rights reserved. 00 A3 37 VENDOR COMPLIANCE 7� S7A"iE LAW Page 1 of 1 SECTION a� 43 37 V�NDOR COMF'LIANCE TO SiA7E L_AW NON R�SIDENT BiDD�R Texas Gavarnm�nt Code Chapter 2252 wa� adopted for the award of cantracts to nonresident bidders, This law provides that, in oeder to be awarded a cantract as !ow bidcter, nanresident bidders {out-of-st�te contraetors whose corparats offices or principal place of business are outside the State of Texas) bid projects far constructian, improvements, suppties or services in �'sxas at an arnount lower than the lowest Texas resident bidder by th� same amaunt that a Texas r�sident bidder would be requir�d to underb�d a nanresident bidder in order to obt�in a comparable contra�t in the 5tate which t�e nonresident's principai place of business is looated. The appropriate blanks in 5ection A must be fflled out by all nonresident bidders in arder for your bid to meet specifications. The fiailure of nonresiderrt bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A, Nonresident bldders in the State vf , our principal place oi business, �re required to be percent lower than resident bidders by 5tate Law. A cc�py of the statute is attached. Nonresldent bidders in the State of , our princip�l place of business, �re nat required ta underbid resideni bidders, E3. ihe principal place o� buuiRess of our company nr our parent company or majority owner is in the State of 7exas, RL� BIDDER: Cr�scent Constructars, Inc. 2�JG� TBC�iI1b�0�}I �fIV� Suite 4D0 Plano, 7x i5474 By: David Caldwell � +� 1 l��' � y �' : . � � / ��- (Signa#ure) � Tlkl�: Vice Pr�sident Date: 1/27/2422 �NA Ol� SECTION GITY OF FOR'f WOR7H STANdARD CdNS7RUCitt7�+f SP�CIFICA7I�N DOCUMEMTS December 2p21 Eagle Mouniain Westslda WTP City ProJeoi No, 103335 0o as i i BII3b�R5 PREQUAL.IFICATIONS Page 1 of 2 �ECTION QO 45 ll BIDDERS PREQLTALIFICATIONS 1. Summary. All conhactors are required to be prequalzfied by the Czty prior to submitting bids. To be eiigible to bid the coni�actor must submit SeciiQn 00 �45 12, Prequalification Statement far the waxlc type(s) listed wit4� theiz• Bid. Ar�y contractor or subcont� aciar who is not prequalifed for t.�e work type(s) listed must submit Section 00 45 13, Bidde�• Praqualification Application in accardance with the requiremenis below. The pr�qualificatiot� process will establish a bid limit based an a tecbnical evaluation auci £�inaz�cial azialysis of thc coniractor. The infoimatian must be submi�ted seven (7) days prio� to the date of the opening of bids. Far ea�ample, a cont�•aetor wishzng to submit bids on prQjects to be opened on the 7th of April mus� file the information by the 31 st day of March in order to bid on these projecYs. In order to expedite and facilitate the approval of a Bidder's Prequalification Applieation, the following must accompany the submission. a. A complete set of audited or revi�wed iinancial statements. (1) Classified Balance Sheet (2) IncoFne Statement (3) Statement of Cash Flows (4) Statez�n.en.t o� Retai.z�:ed Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the fn•m's organizational documents (Carpnrate Charter, Articles of Incoiporation, Articles of Qrga�izakzon, Cez-ti�cate of Fozmnation, LLC Regulations, Certificate of Limited Partnership Agreerrient). c. A co�pleted Bidder Px•equalificaiion Application. (I) The firm's Texas Taxpayer ldentification Numbex• as xs.sued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification nuzx�ber visit the Texas Cozxaptxoller of Public Accoun�s online at the %llowing web address www.window.s#ate.ta�.us/taxpermit/ and fill out the applica�ion to apply for yout Texas tax ID. {2) The firm's �-mail address aza.d fax. nurn:ber. {3) The firin's DUNS number as issued by Dun & Bradstreet. This numb�r is used by the City for required reporting on F�deral Aid projects. The DUNS nurnber may be obtained a# www.dnb.com. d. Resumes reflecting the construction experience of the principles of the �irm for �r�ns subrnitting their initial prequalification. These resumes s�ould include the size and scope of the work perfarmed. e. Other information as requested by the City. 2. Prequali�ication Requirements a. Financial Sta�ements. �'inancial statement submission rnust he provided in accorcianee with th� following: (1) The Ciiy requires that the original Financial Statement or a certified copy be submitted for consideration. (2) To be satisfactory, the financial statements must be audited or revi�wed by an independent, certified public aceounting firm registered and in good standing in any state. Cut-rent Texas statues als:o require that accounting fiz�ms perforrning audits or reviews o�1 business eiltities within CITY QF FORT WOR'i'H Eagle Mouatain & Westside WTP BID CONSTRUCTTON SPECTFICATI�N DOC.UMENTS City Projecfi.No,103335 Dec�mber 2021 00 45 1 � BmDER6 PREQiIALIFICATIbNS Page 2 of 2 the State of Texas be properly licensed ar registered witl� i�ae Texas State Board of Public Accountancy. (3) The acc.ounting fu7n should state i� the audit z•epor�t oz• z•eview whetlaez• the contx•aetor is an individual, corporation, or limited liabiiity company. (4) Financial Statements must be presented in U.S, dolfars at the cuY�rent rate of exchaz�ge oi the Balance Sheet date. (5) The City will not recognize any certi%ed public accountant as izadependent who is not, zn fact, zndependent. (6) The accountant's opinion on the iinancial staternents of t�ie cant�•acting campany should state t.hat Y.lie audit or re�viev� has been canducted in accardance witla auditing standards generally accepted in the United Stat�s of Am�iica. This must S�e stated in the accountin� f�n's opi_nian. It sk�auld: (I) express an unquali�ed opinion, ar (2) expz•ess a qualifzed opinion on the statements tal�en as a whole. (7) The City reserves ihe right io require a new statetnent at any tixne. {8} The financial statemeni must be prepared as of the last day c�f any month, not more than one year old and must be �n file with the Ci�y 16 months fhez-ea�te:r, in acca�dance wiih Pa�•agxaph 1. (9} The Ciiy will determine a contractor's bidding capacity for the puiposes of awaa•ding co.n.tx�acts. Bidding capaczty is deterniined by multiplying the positive net working eapital (warking capital= cu�er�t assets — cuei•ent liahilities) by a factor of 10. Only those statements refleciing a posiii�e net warking capital pasition will be considered satisfactory for prequalification ptuposes. (1 Q) In the case that a bidding date falls within the time a new financial statement is being pxepared, the pre�ious statement shall be updated wiih proper ve:ri�'icafian. b. Bidder Prequalificatian Application. A Bidder Prequalification Application must be suhmitted along with audited or reviewed financial statements by firms wishing to be eligible to hid on all classes af construction and maintenance projects, Incomplete Applications will be rejected. {I) In lhos� sck�eduIes where there is notl�ing to report, the notation of "Nor�e" or "NIA" should be inserted. {2) A minimum of five {5) refearences of related �rork �rx�us# be provided. (3) Submission of an equipinent sclaedule which indicates equipment under the control of the Contractdr and which is related to the type of work for which the Contactor is seel�ing prec�ualificat�on. The sehedule must include the manufacturer, model and general common description of eacia piece of equiprnent. Abbreviatians ax a�eans of describing equiprnent other than provided above will not be accepted. 3. Eiigibiliiy to Bid a. The City shail be the sole judge as to a contractor's pregualifcation. b. The Czty ��aay reject, suspe�ad, or inodify ax�.y prequalifcation for failure by the cont�actor to demonstrate accepiable financial abiliry or performance. c. The Ciiy will issue a 1ett�r as tn the status af tbe prequalifcation approval. d. If a contractor has a valid prequali�cation letter, the eontractor wrll be eligible to bid the prequalif ed worle types until the exgiration date stated in the letter. END OF SECTIDN CITY pF FORT WORTH Eagle Mauntain & Weskside WTP SID CO1rIS'C'RUC'I"ION SPECIFICA7I�N DOCUMENTS CiYy ProjectNo. 1fl3335 Decernber 202I 00 45 12 - 1 PRECZUALIFICATION STA.TEI�4EN'�' P�ge 1 of 2 SECTION 4� 4S 12 PRE�UALTFrCATION STAT�MET7T Each Bidder far a Cit�� procurement is requzred to complete th� informa�ion belor�v by ident�fying the prequalified eontractors and/or subcontracfars whorn tliey intend to utilize for the major work i.ype{s} lisked. Major Wark Contractox/Subcontractor Coinpany Name prequalificatian Ty e Ex iration Date VPater Treal�nent Crescent �ons�n.xctors � 1/3I/2�12 Facilities Th� undersigned hereby certi�es that the contraetoxs andlor subcontractors descr�hed in the table above are eurrently prequalified for the work types listed. BiDDER: Crescent Co�siructars, Inc. Campany 2560 �I'ealhnolav� Drive Suite 40Q Address B�: Da�id Caldwell (P�se �'rin�} �_` { r� ! ' . ' � �� / Signature: . ,� P1ano, T"x 7547� Title: Viee President Cit��IState/Zip (Please 1'rini} Date: 1/27/2022 ENU O�' �ECTION CITY OF FORT WORSH Eagle Mou��tain & Westside WTP EID CONSTRUCTION SPECIPICATIOI�T DOC�JMEN'I'S City Pro�actNo. 103335 Deoember 202 i ��r��r��R�r� Date af Balance Sheet 00 45 i 3 @II]DER PREQUALIFICATION APPLICATION Page ] of 8 SECT�ON 00 �1513 BIDDER PREQUALIFICATION APPLICATION Na�ne unde� wluch you wish to qu�lify Post Office Bax Street Address (requued) City City Mar� only one: Inciividual Limited Partnership Gen�ral Pastnership Corporation Limited Liability Company State State Zip Cade Zi� Code � � � } Telephone Fa�c Email Texas Taxpayer ldentification No. Federal Employers Identiiication No. DUNS No. (if applieable} MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY QF FQRT WORTH TEXAS 200 TEXAS STREET �'ORT VVORTH, TEXAS 76102-63I I AND MARK THE ENVELOPE: "BIDDER 1'REQUALIF`ICATION APPLICATION" CITY OF PORT WORT�-I Eagle Mountain & Westside V17TP BID CONSTRUCTION SPECI�'ICATTOIV DOCUMENTS Gity Praject No. 1{13335 December 2021 00 45 13 - 2 BIDDER PIt�Qi3ALIF[CATION APPLICATIbN Page 2 of 8 BiTSIN��S CLASSTFICATION The follovving should be completed in or•der that u�e may propeily� classify yaur �irm: (Ch�ck the blocic(s) whicla are applicable — Block 3 is to be Ieft blank if Blocl� 1 and/or Blocic 2 is checiced) � Has fewer than 100 empioyees andlor � Has less than $6,00O,OOd.OD in annual gross receipts OR � Does not naeet tlae criteria �or being deszgaaated a srrzall business as provided in Section �.006.001 of the Texas Governinent Ct�de. The classification of your firm as a small or large business is not a factor in determining eIigibilit� to become prequalified. MAdOR WORK CATEGORIES Water Department Au�ur Boring - 24-inch diameter casing and less Augur Bnring - Greatei- than 24-inch diameter casing and greater Tunneling — 36-Inches — b0 —inches, and 354 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 6b" and g�•eater, 350 LF and greatei• Tunnelin.g — 66" and g�•eater, 350 LF or Less Cathodic �rotection Water Distributian, Developrnent, 8-inch diameter and sm.aller Water Dist�ibution, Urba� and Reanewal, 8-inch dia��aeter and smaller Water Dz`stribution, De�elopment., 12-in.cl� diatnete�• and smaller Water Distribution, Urban and Renewal, 12-inch diameter and sn.aalIez' Water Transmission, Develaprr�ent, 24-inches and smalIer VVater Transmission, Urba�/Renewal, 24-inc�les and smaller Watar Transmission, Develapment, 42-inches and smaller Water Transmission, Urban/Renewal, Q�2-inc�es and smaller Water Transmission, Developrnent, All Sizes Water Transmissian, LTrbanlRenewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer By�ass Pumping, 18-inche� — 3b-inches Sewer By�ass Purnping A2-inches and larger C�TV, $-inches and �naller CCTV, 12-inches and smaller CCTV, 1$-inches and smaller CCTV, 24-inches and smaller CCTV, 42-inches and sinaller CCTV, 48-inches and stnaller CITY OF FORT WORTH Eagle Mountain & Westside W'T'I' 90%o C�NSTRUCTION SPSCIFICATION DOCUM8NT5 City Project No. 103335 Novemher 2023 Oii �4S 13 -3 BlDDF12 PREQUALIFICATION APYLICATE07V Page 3 of S MAJOR WORK CATEGORIES, CONTIIVUED 5ewer CIPP, 12-inches and smaller Sewer CIP�, 2�-inches and s'maller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewez Collect�on Systezn, Developxnent, $-inches and sn�aller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Callectian System, Development, 12-i�ehes and srnaller Sewer Collection System, UrbaraJReza�wal, 12-inches and smaller 5ewer Intercepto�s, Developme�t, 24�incb.es and s�alIer Sewe� Interceptors, Uzt�an/Renewal, 24-inches and smaller Sewer Intercepto��s, Development, 42-inches and smallet Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, De�elopment, 48-inches and smaller Sewer Interc�ptors, i7rban/Ren�wal, 48-inch�s and smaLier �ewer Pip� Enlargement 12-inches and sinaller Scwer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, $-inches and smaller Sewer Cleaning., 12-inches and smallei Sewer 5iphons 12-inches or �ess Sewer Siphons 24-inches or less 5ewer �iphQns 42-inchea or less Sewer Siphans Ail Sizes Transportat�on Public Warks Asphalt Paving ConstructionlReconsb.uction (LESS THAN 15,000 square yards) Asphalt Pa�ring ConstructionlReconstruction {15,OQ0 square yards and GREATER) AsphaIt Paving Heavy Maintenance (UNDL�R $1,060,000) Asphalt Paving Heavy Maintenance {$1,000,000 and OVER) Cnncrete Paving Construction/Recans�-uction {LESS THt1N 15,fl04 square yards} Concretc Paving Ct�nstruction/It�consiructian {IS,QflO square yards and GREATER) Roadway and Pedestrian Lighting CITY QF FOl2T WORTH EagCe Mountain & VJestside WTP 90% CONSTl2ilCTIO1V SP�CIFICA"['fON UOCi7MENTS City Pcojeck No, 103335 Novetnber 202i O�A513-4 BIDD�R PIt�QUAGIFICATIOI�i APPY.ICATTON Page 4 of S List equiprnent you do not or�vn but which is available �y x•enting DESCRIPTION OF EQiIIPMENT NAME AND DETAiLED ADDRESS OF O�NER 2. How many years has your organization been in business as a general contractor under ya�.0 present name? List previoas business nacn.es: 3. How many years of experience in had: (a) As a General Contractor: const��uction work has yaiu org�nizafion (b) As a Sub-Contraetor; 4. �What projects has your organiza�inn eompleted in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE C�TY-COUN'I'Y- ADDRESS OF O�'�ICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOIT REFER *If requalifying nnly show �vorlc performed since Iast statement. S.Have you e�er failed to camplet� aiay warlc awarded to you?_ If sa, where and why7 6.Has any of£'icex or or�ner of your ar�anization ever been a� afficer af anakher organization that fail�d to complete a contract? If so, state the name af the individual, other organization and reason. 7.Has any officer ar owner af your organization e�er failed to eompfefe a contract executed in his/her If so, statc th� name of the individual, nasne of owner and reason, CI'CY OP FDIZ"I' WOIZTH Eagle Mountain & Westside WTP 90% COI*iSTRUCTI�N SPECIFICATION DOCi1ML�NTS City Project No. 103335 IVovember 2021 0045 l3-S BIDl]ER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what otI�er lines of business are you financ'rally interested? 3. Have you ev�er p�r%im�d any wnrk for the City? If so, when and to �whom do yau refer? 10. State names and detailed addresses of a1I producers from wh�m ypu have ptuchased principa;l materials dui-ing the last tluee years. NAME QF FIl2M OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives cun-e�ily debarred by the City. Indicate your relationship to this person or fi�na. � 12. What is the construc�ian experience of the �rincipal individuals in your organization? PRESENT MAGNiTLTDE ' P05ITIDN OR �'EAR� O�' ELND TYPE O�' 1N WHAT NAl1� OFFICE E�ERIENCE WORK CAPACITY 13. Tf any owner, officer, director, or stockholder of �+our firm is an employee of the City, or shares the same household with a City em�loyee, pl�ase Iist the narne af the City einployee and the relationship. In addition, list any City e�n�loyee who is the spouse, child, or parent of an owner, officer, stockholder, or d'u-ector who does not live in the sarne household but who receives care and assistance fra�n that person as a direct result of a doccunented medical condition. This includes foster children or those related by adoption or rnaririage. CITY OF I'ORT WORTH Eagle Mountaiu & Westside WTP 90% GQNSTRUCT[ON SPECIFICATION DQCU1vfENTS City P�ajeet Na E 03335 November 2021 00 45 13 - 6 BIDDiR PR�QUAT.IF'ICATION APPLICATION Page 6 oP8 CORP�RATION BLOCK PAIRTNERSHLI' BLOCK If a corporaYion: If a partnershi�: Date o�Incorporatian State of Organization Charterl�'ile No. Date of organization .Pz'esident Is partnership genaral, �imited, or registered lzmited liability partnership? Vice P�esidents �ile No. (if Limited Pat�tnnershi�) General �'al-tn�rs/0fiicers Secr�taiy Linlited Partners {if applicable} Treasurer LIMITED LIASILIT�' COMPANY BLOCK If a corporanon: St�te of rncorporai;ion Date of arganization File Na. Individuals authorized to sign for Partners}up O�ficers or Managex•s {with titles, if any) Except for limited partners, ihe individuals listed in the blocks above are presurned to have full signature auihority for your i"�rm unless otherwzse advised. Should you wish to grant signature authority far additional individuals, pleasa attach a certified copy o� the corporate resoIution, corporate minutes, par�nership agreement, po�ver nf attorne� or other legal dacumentation vvhich grants this authoE-ity. C�'TY OF FORT WORTH Eagle Mou�itain & Westside WTP 90%o CONSTRUC'iIf3N SPSCIFICATION DO.CL7ML�NTS City P�roject Na. 103335 November 2021 0�4513-7 BIDDLR PI2EQi1ALIF'ICATId]V APPLICATION Page 7 01'8 14. Equipment TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALLTE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL Similar types of equipment may be lumped togeth�r. If your fu�rn has moz•e than 30 types of equipment, you inay shnw these 30 types and show the remainder as "vai7ous". The City, by allowing you to show only 3� types of equipment, res�rves the right to request a complete, detailed list oi all your equipment. The equipment list is a representation af equipment under the control of the firm and which is related to the rype of work for whick tlie iirm is seeking quali�ication. In the description include, the manufacturer, model, and general coam�non description of each. CITY OF FORT WORTH Eagle Mauniain & Westside WTP 90% CONSTRUCTI�N SPECLFICATION DOCLJMENTS City Project No. ] 03335 Novembcr 2021 004513-8 BIDD�R PRLQUALIFICATION APPLICAT[ON Page 8 af 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF GOUNTY OF The undersigned hereby deciares that tk� foregoing is a f�•ue statement of t�ae £'inancial conditian of the en�ity herein. �irst named, as of the date herein first given; that this staterner�t is for the express purpase of inducing the party to whom it is submitted to awa.rd the submitter a contract; and that the accauntant wha prepared the balance sheet accoxnpanying this report as well as any depositazy, vendor o�� any other agency herein named is hereby au#horized to supply each party with any in%rmation, while this statenrzent is in foree, necessary to verify said statement. , being duly sworn, deposes and says that he/she is tiie af ,. the en.tity described in and svhich executed the foregoing stat�ment that he/she is familiar with the boolcs of the said entity showing it� iinancial condition; that the faregoing ftnanciai statement talcen from the books of the said entity as of the date �erenf and that the answexs to the quest�ons of the foregoing Bidder Prequali�ication Applicatian are cort�ect and tt�e as of the date of this affidavit. Fu•zn Name: Signatux•e; Sworn to before me this day of , Notary Public Notary Public must not he an of�cer, directar, or stockhalder ar relaE�ve thereof. CI'1'Y OF PflRT WORTH Eagle Mauutain & Westside WTP 90°/a CONSTRl3CT[ON SPEC[F[CATION i�OCUME3VTS City Project I�lo. 103335 November 2021 00452G-1 CQ)+ITRACTDR Ca�iPLTANCE WiT�T WOItI£ER'S COMPBNSAiION LAW Paga 1 aF2 sECT�oN oa as �� CONTRACTOR COMPL�ANCE WITH WORI�ER'S COMPENSATI�N LAW Puisuant to Texas Labor Code Section 406A9b(a), as amended, Contractor cer#i�ies tl�at it provides worker's compensation insutance coverage for alI of its ernployees employed on City Project Nn. 1.03335. Cont�actor fiu�t�ier cei�ifies that, pnrsuant tn T�xas Labor Code, Section A�06,096(b), as amended, ii will pravide to City its subconnactor's cet�ifFcates of compiianee with worker's compensaiion coverage. CONTRACTOR: Crescent Constructors, Inc. Company 2560 Technfllogy Drive Ste. 400 A�ddress Plana, TX 75074 CitylStat�/Zip THE STATE OF TEXAS COUNTY OF TA.RRANT (Pleas� Print) BEF�RE ME, the undersigned authority, on this day personalIy appeared Da�id Caldwell , Icnown to me �o he the peraon whose name is subsci7bed ta the fo�•egoi��g inslaument, arid acknowledged to me that he/sl�e executed t�e same as the act and deed af Vice President, Crescent Constructors, Inc. for the purposes and cansiderataon therein expressed and in ihe capacity thecein stated. ,1 t ,� GIVEN UNpER MY I3AND AND SEAL OF OFFICE this '�� day of � --- ` , 20_.� , ��Yp �ISA HILL , r � NOTARY �UBLIC � �/ y �� , i ' � * S�ATE O� TEXAS � - ��.qF`�..pg MY COMM. �XP 02121/28 Natary Pubfic in and fo�• tlie State of Texas NOTARY iD 12412939-9 END OF SECTION 'F �ORT WORTH 'STRUCTTdN SPFiCIFICATION DpCi11�NfS l, 'Q21 B�: Da�id Caldwell (�'�ase Pr �1 + _ . . � Signature• �~ � , � Title: Vice President Eagle Mpuntsin & Westside W'fY City Pi�ject No. 103335 , oa4saa-i Busiuess Equ'tty Ordivance SpeaiCcations Fage 1 of2 SECT�ON 00 45 40 Business Equity Specifications APPLICATION OF POLICY If the total dollai• value of the contraet is greater than $100,0�J0, then a Business Equity goal is applicable. A Business Equity Firms refers to certi�ed Nlinority-, and/or Wornen-, owned Susiness Enterprises (M/WSE). POLICY STATEMENT It is the policy of tkze City of Foi�t Worth ta en.sure the fiill and equitable participatian of Business Equity Firraas when applicable, in the procurement of all goods and services. AIl requuements and regulations siated in the City's current Business Equity Ordinance Na.24534-11-2020 (as codified: htips://codelibrac .a.mle al.com/codes/ftworth/�atest/ftwat`th�tx10-0-0-22593� apply to this bid. MBE PROJECT GOALS The City's M/WBE goal on this projeci is 11 °�a nf the total bid value af ti�e conttact (Ba,se bid appiies ta Park,s and Camrnxcnity ServzcesJ. COMPLIANCE TO BID SPECTFICATIONS On City confiracts $ i 00,000 ox• raaore where a Business Equity Goal is applied, offerors a:re required to cornply with �11e intent of the City's Business Equity Ordinance by meeting ar exceeding t%e above stated goal through one of ti�e following methods: 1. Busiuness Equity subcantracting participatian, 2. CamEnercial useful function services performed by the Business Equity Prime to count towards fhe gaal, 3. Cotnbination af Business Equity Prime services and B�siness Equity subcon#ractiug participation, �. Business Equitty .�oint Venture participation, 5. Gaod Faith Effort dacumenfation, az, or G. Prime Waiver documentation. SiTLMYTTAL OF RE UIRED DOCUMENTATION The Utilization Plan sha.11 be due at the time specified in the solicitation. The applicable documents must be received by tha Purchasing Division, wiihin the time allocated, in ard�r far the entire bzd to be cansidered responsive to the specifications. The offeror shall EMAIL tlse Business Equ.ity dacwnaentation to the assigned City of Fnrt Worth Project Manager or Departrnent Designee. Documents are to be received no later than 2:00 p.im., on the second Ciiy business day a#'ter the bid opening da�e, exclusive of the b%d openiing date. The Of%rar rmust submii on� af the following documentatian: 1. UtiIization Form, i� the goal is met or exceeded, 2. Good Fai#h Effort �`orm and Utilizatian For�nni, including supporting docurr�entation, if participation is less than stated goal, or no Business Equity participatzon is accomplished, 3. Prime Cantractor Waiver Farm, including suppo�-ting doc�unentation, if the Offeror will perfarm a1� subconiracting/supplier apportunities, 4. �oint Venture Farm, if goal is met or exceeded with a Jc�int Venture, These forms can be found on-line at: CTTY OF FORT WORTH Eagle Mountain & Westside WTP BID CONSTI2UCTTON SPECIFICATION DOCUMENTS City Project No. 103335 December 2021 00 �45 40 - 2 Business �quity Qrdinance Specificatious Page 2 of 2 Business Equity Utilization Fo�•m htt s:lla s.�aitwoz�thtexas. ov/Pro'ectResau�•ces/ResouzcesP/60°/n20- %20MWBE/NEW%24Business%20E ui %200rdi.nanceBusiness%20E ui °�'o20Utilizatior�%20Fonn. � Business Equity Pf-ime Gontxactor Waiver Forrn htt s:lla s.fortwarthtexas. ov/Pro'ectResaurces/ResotucesP/b0%20- %20MWBEINEW%20Business%20E uit °/a2.00rdinazice/Business%24E Lai °/a20Prizne%20Contractor %20Waivet.pdf Business Equity Good Faitb Effa�rt Forrn ht s:/�a s.foz-kworthteacas. ov/l'ro'ectResautces/ResourcesP160%20- °/o20MWBE/NEW%20BL1si11e5s%20E ii %200rcfinanc�lBusiness°/o20E ui °/o24Gaad%20Faith%20�f foit°/a2flFon�n.pd� Business Equity Joint Venture Form htt s:l/a s.foi-twarthtexas. ovlI'rn'ectResourceslResourcesPlbO%20- %20MWBE/NEW%20Business°/a20E ui °/o200rdinancelBusiness%20E uit /�207aint%20Venhue. df FAILUR� TO COMPLY WITH THE CYTY'S BUSINESS EQUITY ORDINANCE W.ILL RESULT IN THE BID B�ING CONSIDERED NON-RESONSIVE TD SPECIFICATI4NS. FAILi1RE TO SUSMIT TH� REQUIlZED BUSINESS EQUTI�' DOCUMEN'I'ATION WLLL RESULT IN THE BIll BEING CONSIDERED NON-RESPONSIVE. A SECOND FAILURE WXLL R�SULT IN THE OF�'EROR BEING DISQUALIFIED FOR A PERIOD OF �N� YEAR. THREE FAILURES IN A FIVE Y�AR PERIOD WILL R�SULT IN A DiSQUALIFICATT'ON PERIOD OF THREE YEARS. Any Queslaons, Please Contact T}�e Business Equity Divisinn of the Department nf Diversity and Incfusion at (817) 392-267'4. END �F SECTION CITY OF FOR�' WORTH ragle Mauntain & Westside WTP BID CONSTRLiCTION SPECIFICATION DOCUMENTS City Project No. 103335 December 2021 00 52 43 -1 Agreamene Page 1 of6 SECTYON 00 52 43 AGREEMENT THIS AGI�EMENT, autharized on March 29. 2022 , is rnade by and between the City af �'oz�t Worth, a Texas home rule r�au�aicipa�ity, acti�g by an.d ttuoug� its duiy authorized City Manager, {"Ciry"}, and Crescent Constructors Inc. , autho�•ize$ to do business in Texas, act�ng by and through its duly authorized representative, ("Contracto�"). City and Conh•actor may jaintZy be refe��d ta as Parties. Ciiy and Contcacto�; in conside�ation of #he mufual covenants hareinafter set farth, agree as fotlows: - Article 1. WORK Contractoi- shall com�lete ai! Work as speei�ied o�• indicated in the Contract Documents %r the Proje�t idenii�ed he�•ein. Article 2. PRQ�CT The project for• which the Wor% under ihe Gantraci Documer►ts may be tha wriaIe or anly a pat�t is generally desoribed as follows: Ea�le M�rantain and Wests�ide. '�TP Weatherproo�'Enclosures City_ Praiecf_No. 103335 Ariicle 3. CONTRACT PR�C� City agt'��S �Q p��l Cpl�tl'�.Cipl' �Ol� performance af the Work in accordance with the Coniract Dacuments an atnount, in cu��rent £unds, o�, Serren Million �i�l�t Hundred Ninet�Seven Thousancl Dollars ($ 7,897�0� 00 ). Contract price may 6e adjusted by cl�ange oriiea•s duly authorized by the Paxties, Articic 4, CONTRACT T�E 4.1 Final Acceptance. The Work shall be cotnplete �'o�� Fina� Acceptance vvitf�iz� 400 days aiiar the date when the Cont��act Time cornme�aces �o run, as provided in pa�•agrapl� 2.02 ofthe Genaral Canditions, plus any extension t�areaf allawed in accardance with ArticIe I2 of the General Canditiot�s. 4.2 Liq�idated Damages Cont�'actor recognizes that tr�are is af the esserrce for eompletia�i of Milestones, if any, and to aehieve Final Acaeptance of ths Worlc and City and the public will sufiFer fi•otn loas of use if the Work is not campleted within #he time{s) speci�ed in Pai•agt•ap�i 4.l above. T�.e C.ontractor aIsn recagnizes the delays, expense and diff'iculties involved i� p�•aving in a kegaI p�'oceeding, the actual loss suffered by the City if ihe Work is noi eompleieci on titne. Acca��dingIy, insiead of ��equiring any such proof, Contt•actor agrees that as liquidated dam�ges for delay (but not as a penali:y), Cqnt��actor shall pay City One Thousarrd Dollat•s ($�.D00.00 } far each day that expizes after the tim.e specified �in Paz'agraph 4,1 foz' Final Acceptance ijntil the City issaes the FinaI Lettet� of Accept�nce. C[TY OF �ORT WORT[i EAGL� FNOUN�'AiAi & WESTSiDE WTP STANDAR73 COT[STRiICTION SP�CIFICATION D�CLf�vtEhTS C[TY PI207ECT l+lO, [03335 Itavised 11/23/2{]2l 005243-2 Agreement Page 2 oF 6 Arficle 5. CONTRACT DC)CUIV�NTS 5,1 CONTENTS, A. The Contract Documents which comprise the entire agreement between City and Cont��acto� concea'ning t��e Wo��k consist of #ha falfowing: I , This Agreement. 2. .A.ttachments to this Agreement: a, Bid Fo�•m �) Proposal Form 2) Vendar Campiiance to State Law Non-Residant Bidder 3) Arequalification S#aternent 4} State and Feder�l dacaznnants {pr�ojectspeerftc) b, Curcent Prcvailing Wag� Ratc Tablc c, �nsurance ACORD Farm(s) d, �'ayment Bond e, Performance �ond �: M�intenance Bond g. Pot�+er of Attarney far the.Bon�s h. Wor�Cer's Campensai�on A.fiidavit i, MBE andlor SBE Uti�izat�on �orm 3, General Conditinns. 4. Supplamentary Couditions, 5, Speeifieations specifica�ly made a part oi tlte ContE�act Documents by a#�achment ar, if t�at attacIi�d, as inco�parated by referenae and desc�•ibed in ti�e Tabie of Cantents of the Praje�t's Canti�act Documents. 6. Drawings. � 7, Addenda. 8. Documentatian subrrtitted by Cont�•actnr �rior tn Nnfice of Award. 9, The foIlowring r�hich may be delivered o�' issued afiex� th.e EfFective Dafe of fhe Agreezn�ztt and, if issu�d, become an incot�porated pat# of �he Contract Documcnts: a. Notice to Pi�oceed. b, Field Qrdat�s, c. Char�ge O�'det•s. d. �etCer af Final Acceptance, Arficle b. nvnEmav�xcATrax G.i Cont��acta�� coven�nts and agrees to in�demnify, hold hax�mfess and defend, af its o�vn expe�use, tha cily, ifs of�ice��s, se��anis and enr�pinyees, fratn s�nd agRiqst any aad all claims arisiug avt af, ar alieged io aRise out of, tI�e �vork and seivices to be performed by the cantracio�•, its ofiice��s, age��ts, emplayces, subcontractors, Izcenses or ir�vitees undeY• t�is cont�ract. This indemnif�cat�p�t p�rovision� is speci�cally inte�qded to opex�ate and �e e�t�'e�tive evep if it 1s �lie�ed ox• pX�oven th�t all or some of the dama�es bein� suu�ht �ve�•s caused, in �vhole or in Uatrt, bv anv ac#, nrrEissxn�u oe� r�esli�!eruce o�' tha ca#y, Tl�is inciemni#y provision is intended to inciude, witltout limiiation, indemn�ty for cos#s, expenses ancT legal fees incurred by th� cit�+ in de%ncling against such c�aims and causss o� aetions, C1TY OF �ORT WORTH EAC7Li MOZlNTACN & WES1'ST�� WTP STANDARIa COhiSTRUCTION SPECIFICATiOr3170CUMEI�fTS ClTY PROJECf' A10. 103335 Revised l I/z3/2(321 d0 52 43 - 3 Agreement Page 3 of 6 6.Z Con�tz�ac#or covenanis and agrees to fndemnify and ho�d harml�ss, at its ot�n expanse, tbe cifiy, its off�cera, seirtrat�ts a�d empioyees, f�•am and against �n�y and all loas, damage ar des#ruction of px•operfy of the cfty, aPlSll7�; Dlli O�� 0!' dIIO�B(I �Q aC13� Ullt O�y �IlL 1VUI`1C and services ta be pe��fortned by tbe can�t•actok•, its officers, agenfs, empXoyees, s�beontractors, licensees ot� invitees uIIder this confract. This intiemnif"icatio� rovision xs s ecifital[ intended to o erate anc� be e�` eetfve even ef it is alle ecT or praven tl�at aCl nr same o�'the darr�a�es bal�� sa�eht were caused. in �v�ole vr in t�ar#, b an act omissfon ax� n�e Ii az�ce of the ci . Article 7. MISCELLANEOUS 7.l Tet•ms. Terans usec� it� thzs Agraerr�ent w�iiah are defined in Articla I of the Generai Canditions v�ill have the �neanings indicated in the General Conditinns. 7.2 Assigntnent of Con#ract. This Agr�etnent, inciuding all of the C.ontrac� Documcnts may na# be assigned by the Contractor without the advanced expl�ss writ�en consent of the Ciiy. 7.3 5i�ccessors and Assig«s, City and Contc•actor each 6inds itsel�, its pa�•tners, staccessors, assigns and legal represen#a#ives to thc ather party heceto, in respect to �11 cover�ants, �greements and obligations oon#ain�d in the Con�ract D�cuments. '1.4 SevEcabil�ty/Non-Waiver of Claims. Any pt�ovision ��' park of the Cantract Docu�ner�ts held fio be t��coristitutional, vold or unenfareeab3e by a coui•t of compefi�nt jua�isdiction si►ap be deemed st�•icken, and a11 retnaining provisions sha�� continue ta be tralld and binding upon City and ConU•actor. The faiiure of City or Conh�ctax to insist upvn the pei�farmance of any term oa• provisinn af this Agree�ent or to exercisa any right granted herein shall nat cotastituYe a waivex• of City's or Cantractor's r�spective right �o insist upon appropriafe p�x�`oxmance oz• to asseit any snch right on any fiiture occasion.. 7.5 Gaverning Law and'Llanue. Th�s A�reement, including a11 �f the Contraat Docurnents is pe��fa•mable in the 8tete of Texas, Venue sha� be Tatx•ant County, Texas, or tlie United 5tates 17istrict Cout�t for the Northe�n Dist�•ict of Texas, Fort Wort� Division, 7.6 Authority to Si�, Cont�'aoto�• sha�i attacl� evidenc� of au#hority fo sign A,greement if signed by somenne other fhaa #he duly authorized signatoiy af the Canix•ac#or, 'l.7 Nan-app��opriatian of Ft�nds. In the event no fl2nds ar insuf€'icieni funds are appx•oprlated by Ci� in any fiscal period far any pay�nents d�ie hex•eunder, Gity vvill noti�y iTe:ndar af sucl� accurrence and thi� Agreeme�tt shall tex•tr�inate qn the last day of the �sca1 period for which appz•ap��iatians wei�e recezved without penaliy ar expense ta City of any kind whatsoever, except es to fihe �o��ions of the payments he��ein ag�•eed upon far wliich ttznds have been appropriated. CITY OF FORT WOIZTH HAfii.L iVIOUNTATFV & WESTSI�E WTP STANDARD CONS'fE�UC'TIpI�! SP�CIFICATION �dCUMBNT'S CITY PROJECT NO, 103335 ltevised 1 I12312021 00 52 43 - 9 Agreement Page A af6 7,8 Prohibition Qn Contracts With Corr�panies Boycotting �Srae1, Contracioa•, iunless a sofe propi•ietor, acknawledges that in aeco��danc� with Chapter 2271 of the Texas Gavernment Code, i#' Cantractor has 10 m• more fi�ll tirne-employeas and the oantract value is $1 Qp,4D0 or mora, the Ciiy is prohibited from ente�•ing into a contract �vith a ea►npany iar goads flr services unI�ss the cantraot contains a w�•itCen v�rificaCian frorn the company that it: (1} does npt boycott Israel; ar�d (Z) will nat bayca#C TsraaI during the tex7n of the cont�•acf. Th:e terms "boycott Israei" and "company" sha11 have the meanings �saribed to thase terms in 5ection 80$,QDI o�fhe Texas Gove�nme�rt Code. By sig�na�g this con#raet, C.ontrac#or ce�•ti�es that Contractot•'s sigt�a#ure provi[ies Fvritten t�eraflcstion to the City that �f Cha�fer �27�., Texas Gaver�me�€t Code applies, Cnntr�cto�•: (1) dtie,s not baycott Is�•aet; a�d (2} will aot boyeott Tsrael du17ng the te�rzn af the cox�tract 7.9 Prohibition an Boyaatting Energy Compan:ies. Contractar acknowledges that in aocordance with ChapYer 2274 qf the Tcxas Gavernment . Cade-(as adde� by Acts 2021, 87th i,eg., R.S., S.B. I3, § 2), the City is prohibitad from entering #nta a contrack for goods or seivices that h�s a valus of $100,000 0�• mare, w�ich will be paid whnlly or partly iro�n puhtic funds of the Cify, •with � cnrnpany (with 10 ar more �i�l1-time empioyees) unless the con#ract con#ains a writ�en �erifcation from the campany that it; (1} doas nat boycott energy companies; and (2) will not hoycoft energy campanies dut�ing fhe term of the contract. The tertns "boycott energy cqmpany" anc� "company" har+e the meaning ascribed io tI�ose tei�ns by Chapter 2274 oi the Texas Gatrerntnent Code (as added by Acts 2�2I, 87th Leg., R.S., S.B. l3, § 2}. To tT�e extent that Chapter 2274 of ihe Government Code is applfc�ble to thxs AgR�eemen#, bq signing tb��s Agre�ment, Gontraetor cea•iifies that Co�tractnx's signature p��ovides wxitten verfficatia� ta the Ci#y that Contractoy; (�.) does not boycott energy caxr�panies; and {2) wili nof bvycott enez•gy connpa�ies daring the term Qf ti�fs Agreemeb#. 7,1 fl Prohibition on Discrimznation Against Firea�m and Ammunztzon Industries, Contractor acknowledges that except as otherwise p:rnvided by Chapter 227� af the T�xas Gavernment Code {as added by Aats 20Z1, 87th Leg., R,S., S.B. I9, §�), the City is pE�ohi6itad fi�az� en#ering into a contt�aat for goods or services that has a value of ��Od,000 ar more which will be paid wholly or partiy fi�om pubiic funds of#he City, with a company {with 1Q oi• mare f�t.Ii-time emplayees) unless the contract aontains a written vexi�catian frc�itn the company tha# it: (I} daes not have a pi�actice, poIicy, guidance, ns� directive that discrirninates against a fir�arArt antity or fireartn t��ade asspniation; and (2) wil� not discj•iminate during the terrn of ihe confx•act against a�iearm entity ar �z'earm irade �350C1atlpl�, T�l� f�Y1riS "discriminat�," ��fi�'earm entity" aTld "fireaz�n tl'a(�� aSSOC1�t30ri" have #I�e rrieaving asoribed to tlios� terins by Chapte�• 2274 af the Texas Goverrune�t Code (as added by Acts 2021, $'lth Leg., R.S,, S.B, l9, § 1). Tv t1�e eactent t�at Cha�ter �2'��1 of the Gu�vernment Cade �s applicahle to tl�is Ag�eement, by s9gning this Agt�eexne�t, Cont�•actm� cert�fi�es that Contractpr's siguatute provides wri�en vet�i�ca#on ta t�te Ci#y t�xat Cont��actor: (1} does not have a px•s�ctic.e, policy, gu�da�ce, or direetive that dise��iim�n�tes against a iireua•m entify ox �reartn fi^ade assocz�#xa�u; and {a} will nnt disci•ier�inate agaiytst a�t�ea�'zn e�if�ty o�• fia•ear,m t�•ade associatlan during fhe te�•rrt of tli�s Agreement. CiTY OF WORT �VORTI-F �AC3I.E MQUNTAIN Sc WESTSIDE WTP BTANDARD CONSTRiJCi`i01�[ SPECIFICATIdi�f �OCUMENT3 CITY PRO]ECT i�f�. 103335 Revised 11/,23/2022 00 52 43 - S Agreement � Page5 oFb 3.1 i Zmrnzgratian Nationality A.ct, Contraetoa� shal� verify tha identity and employnr�ent eligibility oF its emp.loyees who perform work under this Agreament, including complet��zg the Employment Elig�biIity Verification Fot•m (I-9). LTpon request by City, Cnntractor sI�aii p�•avide Ciiy with copies of all I�9 fo��ms and suppo�tiutg e11gi6z�'tty dacumentation for each empiayae who pe��ot�ms warlc under this Agreement, Cantractoa� shall adhere to a11 �'ederal and State iaws as well as �stablish �ppropriate procedures and contro�s so that �;o seitiices vvili be pe�ortned by any Contractor e�nployee who is not iegaily eli�ible to parform such sea�v�cas. CONTRA�CTOR SHALL �VD�Mt�i�y c�� D �OI,D Cl"�['Y �iARN.CLESS FROM ANY 1�ENAL,T��, LIAEII,IT�S, Okt LQSS�S DY7� TU VIOLATIONS UF THXS PA1tAGRAPH BY Cti11TTRA.CTOR, CONTRA.�TOR'� �MPi,pyE�S, STTBCONTRACTQRS, AG��iTS, QR LxCENSELS, City, upon written notice to Contraetor, shaIl have the right to i.mmediateIy tet�nate this Agreement for violatians of this provision by Can�ractpr, 7.12 Na �'itird�Party �ene�'iciaries. This Agreenr�ent gives no rig�tts or bane�its ta �nyone other i�zan the Cify atid the Conhactor and th�t� are no thud-p��y beneficiaries. 7.13 No Cause af Action Against Engineer, Corttractor, its subcont�•acta�•s and equipment et�d matea•ials satppliers an the PRO]ECT or their s�reties, shaII anaintain no direet action against the E;ng�neei; its afficers, e�ployees, and subcon��actQrs, for any cIa4m �rising aat of, in cnnnectfon witl�, or �•esulting �xom tha angizzeerii�g sea�vices peifo��ined. Only tlie City wili be tiie beftaf�ciaiy of any undertakiz�g by fl�.e Engtitee��. The p��esence. or duties of the Engyaaeer's pe�'sarniel a# a co�st��uc�aon site, whet�ket� as on-sife ��epz�esentaiives oX� nthexwise, do not m,ake the �ngineei• or its personnel in any vvay responsible far those du�ies that betong to the Ciiy andlor tt�e Ciiy's construetion canttactors o�� other entities, and do not eelieve the consit•uc�zan cantracto;�s ar any other eniity of their obligations, dufies, and ��esponsibilii�es, including, but not Iitnited to, a11 constiruciion �ethods, nneans, techniques, sequences, and procedur�s r�ecessary for caoz•dinafing and coznpleting all portions p� the oonstructiaz� work i� accordanc� with tha Contract Z?ocunnants and any health or safe#.y precautions requi.�•ed by such constructian wo�k, The Engineea� and its persannel have no authoz�ity to exercise any contro! aver atry cansh�otion contractor or aflas�� eniily or their etnploye.es i�i connectia� witf� tkeia� worfc pr any health oz' sa�fy precautions. CTTY QF �'ORT WORTH �AfiLE MpUNTA11d 8c WESTSIAE i�1+TP STAi�pAI�D CONST�UCTIQN SPECIP�CATIOTI 170CUMEhlTS CITY pRO3CCI' TfO, 1 p3335 Ravised 11Iz3/2U2i 0052q3�6 Rgreantent Page G of 6 1N WITN�SS WHF?REDF, City and Cont��actar have each executed this Agree�n�nt to be effective as of t�ie dafe subseribed by th� City's de�igt�ated Assistant City Menager {"Effective Date"). Contraeto��: {��C2X1'�' �O�C�1S � inc�. By: Si David Ca�dwelI (Pi3n#ed Name) � Vic� Pr�sfdent Title 2560 Technology Driv� Ste. 400 Address Pfann, TX 75074 Ciiy/SiatelZip 0312912Q22 Date City ai Fa��t Wnrth : ,,,., . Dana Bt}rghdoff Assistant City Manager Apr 22, 2022 �at� �l � " -.'�t �� .r+ � y�'ft. , � -� _ , �� , Attest: '� � S. Gooda[l, City Secretary M&e; 22-U23� � Date: U3/�9/�0�� Farm 1295 ho.; ,Z0�2-848209 Confi•�c� Cam.pliance Manager: By signing, I acknm�viedge that I azn the person �•esponsible for the m�nitoring and adtaaznisi��ationaf#�is cant�act, ineluding cnsuring atl performance and reportipg requirements. — ._ �� Dena JoIuYson, FE project Manager App�•oved as to Form �nd Legality: �o-� Douglas W. Black Sr. Assistant City Attor•ncy APPRDVAL RECQMMEND�D: �Gf��dre� ,.,.,. ef � ChFistophec Hardei; P. E. � Directas• Water Department -��u�._.__. ..�:., ��R f � � S�"AN��AItD COI�fSTR CTTO1V SPL�CIelCATION DOCU�VIEiV't'S EACiLE MQUNT�}ri+! ��'��C�[ ��_ -� $ LtevEsed 1111312021 Bond No:1074�5908 THL� STAT� O� T�XAS COUNTY OF TALtRANT s�c�rxo� o0 6i ia PAYIvfBNT BOND OOGI 14-1 PAYMSI+IT BdND Paga i of2 � � ICIYOW ALL BY THE$� PRES�NTS: § That we, Crescenk Cons#rucfors knc. , lU�own as "�t•l�ci�al" he��ei�, and Travelers Casuaity and Surety Com an of Amer�ca A corpa�•ate sut�ety {su��ties), duly autltoxlzed to do buslness in the State of Texas, lcnown as "Surety" l�erein {u►hetlier one o�• mare}, sre held and fia•rnty bound unfo the City of 1�otY Warth, a municipal cnrp�ratian a�eated pu��suant to the laws of f�e Siste of Texas, fcnown as "City" herein, in the pensl sum of Seven Mllfian �igh# Hundred Ninety Seven Thousand �b��s �$^ 7,897,Q00.00 �, ��wful innney of flye United Skafes, to be paid �n �a��t v+ra��n, xarrant Coun�y, Texas, for tite �ayinez�t af which su►n well and ii�uly be xnade, we hind ourselves, ouu haire, execuEa��s, admir�istrators, sucaessas snd assigns, jointly and sevecally, �i�mly by fhese presents; 'WHUREAS, Principal ilas ente��ed in#o a cerfain writtet� Coufcact with City, awarded the �-' "`�day of -�� , 20 `�, ��- wl�ich Cont��act is I�ea�eby ��fe�•red tn and made a pact hei'eof for all purposes as if fi�lly evt fojth he�•eln, to furnisl� all niaterials, equipment, labar and othei� aceessories as de�ned by law, in the prosecutia� af the Work as px�ovided fa� in s�id Cont��act and designafed as Eagle Mounta'un and We�txide ihTT� Westha►proof Enclosores, City �iaject No.103335; and NOW, THERE�'ORL�, THk3 CONDITION OF '�`HIS OBLIGATION is sucli tlsak i£ Principal shall �ay all monies �wing tn an� (and a]!) paymeni bond benet"icia�y (as defined in Chapte� 2253 oFthe Texas C�ove��runent Code, ss amended} in tbe p�osecution di the'Woilc ut�c�az the Cont��c#, then fhis obligation shall be and bacome null and �oid, othe��vvise to remain in full force and effect. Thia band is made and �xecuted in compTiance with fhe provisions of Chaptet� 2253 of the Texas Ga�ornment Cade, ss amanded, and sll liabilities an this bond sl�ail bo detea�maned in accor�ancc witli the provlsions of said statute, CITY OF �4RT WOIiTH �agle Mou�3taln & Weslsida WTP BIB CQNSTI�UCTCON SPECIF[CA�'IOTI DOCUMBNTS Cily PeoJaal AIa. 103335 I]ecatni�e�• 2021 aa�i ia-z Pn�rM�m �aHo Page 2 of 2 �N V1�ITNESS WHEREUF, t�-ce Painci��l and 5urety have each SIGNED and SEALED this� inst►�ument by duly authorized agents and affieers on this the � �� day of �_ • ,20,�� - ATTEST: �,1«��' ��ti�� (.Principal} Secreta�y Lisa Hlll � j . ' _� Witttess a o~ rincipal Dauglas Wasik �r�sx: 5ee Power of Attorney (Surety) Seereta�y ,,� . �, � � � .,�� —, �.- Wztrcess o urety ��. �v�r,✓er� � PRINCIPAL: Crescen# Gonstructors, Inc. /� `.�' , , , SY: i � r Si e' 1 David Caldwell, Vice President Name ar�d Txtle Address: 2�60 Technolagy Dri�e St�. 400 Pkana, 7X 7'5074 _ SURETY: Tra��lers Casualty and Surety Company of America � BY; � _�. _ s� �� Jeffrey iodd Mclnosh, Attorney-in-Fact Name and Title Address: One Tower Square Hartford CT 06183 Telep��one Number: {214) 570�60�0 Note; If signed by a�a o£ficer af the Surety, there must be on �le a cei�ified extract fcom tl�e bylaws showing t�at this pex•son has au#hority ta sign such obliga�ion. If Surety's physical a�clress is d�f£erent fi•om its mailing address, boih rnusi be provided. The date of the bond sha11 nat be prior ro the date the Cont�•act is awarded, �ND OF SECTI(JN C[TY OF RORT WORTH kagle Mo�ntain & Weslside WTP BID CaNS'JI'1tUCT[ON SP�CIFICA'!'ION DOCUMEN'T`S City Pi'aject t�Io. 103335 Decembe�• 242! Bond No:1�7485906 THE �TAT� 4� TEXAS CUUNTY OF TARRANT SECT�ON 00 6113 P�OI�M.t1NCE BOi'�ll 00 61 l3 - 1 PERFORMAAiC� BON� Page f of 2 § § KNOW ALL BY THESE PRESENTS: § That we, Crescent Construo#ors, Inc. luiown as "Pzincipal" he�•ein and Tra�el�rs Casualty and Surety Company of Americay S corpocste surety(sweties, if rnoare th� nne) duly authorized to do business in the State of Texas, lcnown as "SLuety" h�rein (whethea ane o�� mare), ar� beld a�nd fuYnly bound unto the City of �oi�t Worth, a mt�nicipal �otparatifln created pu�•suant ta the laws of Texas, icnown, as "City" b,erein, in the penal g�� y Seven Mlllion �ight Hundred iVineiy Seven Thousand DD1181'S �� 7,897,OOO.aa � l��uj �pney of the U�ited Statas, to be paid in Fai�t Wor�I�, Talzant County, Texas for the payrx�ent of wliich sum well and t��uly to be made, we bind auraelves, otu heirs, executoz•s,. adininlstcators, successars a�d assigns,,�oint�y a.t�d aeverally, firraly by t�ese pi'esents. 'WI�EREAS, khe Px•incipal has entered into a aertain wxittes� contract wit3i the City at+varded tl�e �"�day of ,�i �u r�ll � 20� �+hich Conf��aci is hereby re%rred ta �tad made a�ai� hereo£ fn:r all purposes as if fi�lly sat fos�th herein, to futnish all rnsierials, equipment labor and othex accessories defined by �.ays+, in the prasecution o£ �he Worlc, including any Change Orders, as pravided for in said Contract designaied as Eagle Mountain and Westsade WTP Weatltea�roaf Enclnsttr.�es, City Projeat No. 103335 NOW, THEREFURE, the conciztioi� of this obligation is such tlaat if tb.e said Princzpal ahall iaithfiilly perform it oUlig�tio�s under the Can�tact and shall in all respeets duly and faitlifully pei�o�xn the Wark, inclu�.ing Change Oxders, under the Conf��act, acoocding to the plaus, specifications, and con�t�act doc�ments therezn referred tn, and as v�rell dt��•ing any periad of extenaion of tha Contt�ack that may be granted on the pert of the Ciry, fhet� this ol��igation shall be and become null and void, othei�vvise to xeinain in fiill force and ef�isct. �'liOVIDED FURTH�R, that if any legal action be filed an this Bond, ventte shall lie in Tarrane Caunty, Texas or the United States Dish�ict Court for the N�rthern District of Texas, �art Worth Division. CITY QR FORT VI�ORTki BjD CdNS'IRUCTION 3T'BCIi'ICATION TIQCUMSNTS C?eceinUer 2021 Bagle Mauntain & Westside WTP Ciry Pinject No. 103335 i I � U(lGI13-2 PEitF(}ItMATiCB BOND Page 2 af 2 This bond is made and �xecuteci in campliance with the p�•ovisions of Cl�aptet� 2253 of tl�o Texas Gove�•nn�ent Code, as amended, and a111iabilities on tb�is bond slxsll Ue detc�xnined in. accoxdance rraith t�� p�avisions af said statue. � �N W�TNESS 'WHEREOF, the Principal and tE�e Su��ety ha�e SIGNED and SEALED � ttus inst�vrnent 4�y duly authorized agents and o�icers on this #he �L �' ;�` d�y p� ��i��."� ,2p �i� PRINCTF'AL; Creseent Canstruotars, knc. , `� b BY; , a re ATT : � 1 � j � �� Z-� ; (Principa!) Seca•eta�y Lisa Hi1! � ! F 1.�n�. �� - Witness s tn Princi�a! Dougias Wasik , :� ' I �� 1 �� J �; �, � .f v v Witness to retY f��C7�" iu�'�l�/� David Caldwell, Viee President N�me and Title Address: 2560 7echnolagy Drive Ste. 400 Plano TX 7�D74 SURBTY: Travelers Casualty and 5urety ompany o Amenca , , -�— Bir: ". " ,-r---- s' ac� Jeffrey Todd Mclnosh, Attarney-in-Fact Na�e and Titie Add��as; One Tower Square Hartford CT 06183 Telephone Numbci•: (�� 4) 570-6040 _ *Nate: Tf signed l�y an officer of the Surety Company, thexe must be on �Se a certi�ted extract f��ona the hy-laws showing thai this person has �uChari�,}+ to sign such obligation. If S�rety's physioai address is diiferent fl�ann its mailing address, both inust b�: pr•oeided. The date af �he bond shall not be pt�iar to the date the Contract is awarded. CLTY Ol� FOIZT WOCtTH BII) CONSTRClCTIOI� 3PEC�iCATT�A[ DQCUM�NTS Dcoemba' 2021 Eagle R�Envntain 8c Wesiside WTP City PrajectNa. I03335 i � Bond No:107485906 SECTI03� 00 6119 MAINTENANCE SOND aa�i is-i MAINTBIlAI+ICE �Oi�lb Pege 1 af4 THE STAT� OF TEXAS § § KNOW ALL BY T�ESE PRESENTS: COUNTY OF TARItANT § That we Crescent Constructors, I�c. �cnovrm as "Pi7nei�al" herein and Tra�elers Casualty and Surefy Company of America a corporate surety {stuetaes, if mnre than one) dulp sutharized �o da business i�n the State of Texas, known as "Surery" herein {whst,�►er one or more), ara }�eld �nd fu�mly bound unta tb,e City af Foi�t Woi-��, a municipal co�poratiosz cieated pu�suant ta th� laws of fl�e State of Texas, lrxi,own as "City" hexein, lri �iY� 6UXri OF 5aven Million �igE�t Hundred Ninefy Seven Thausand Do�i.Ats �� 7,897,OOQaO , lawful rnoney of the United 5tates, to be paid in Fai�t ViTart3i, Taii�nt County, Texas, for paymenf of which sum well and fru�y be �nade unto the City and ifs successazs, we bind ourselves, aur heus, executois, adminis#tators, successois and assigns, jointly and sevexally, firmly by these pres�nts. WHEREAS, the Pr�incipal liss arrterad into a certain w�7ttan cant�aot with the Ciiy awarded tl�e�'�`day of b� , 20 �� a�+�ich Cont�aet is hereby rafe�ed#a and a made pai�t hereaf far afl puiposes as i�fiilly set farth herein, to furnish all materials, equip►�a�nt labar and other accessories as defined by law, in tl�e prosecution of the WQalc, includi,ng any Worlc resulting fiom a duly au�laazized Change Order (colleciively h�x�in, the "Wark") as pravided for in said cantract and desi�m.ated as Eagle Mountain and Westside WTP Weatheiprnof Enclosuaes, City Project Na. 1Q3335; and W�REAS, Piincipal binds itself to use such mate�ials and to so eonsi��uat the Worlc in accardanca vsri.th the plans, speoi�tcations and Con� aet Docume:nts that the Work is and �vill rernain fiee from defects in materials o� workmanship fo�� and during the periad of i�vo (2) years afrer the date of Final Acceptance of ihe Warlc by ih� City {"Maintenanc� Perlod"); and 'WHEREAS, T'rincipal binds its�elf to repait• o�• reconstrucC the Work in whole or in p�rC upar� receiving notice %'am the City of the need thereiai' at any tirne �uvithin the Maintenance Pei7nd. C1TY OF FQRT WORTH Hagle Mauntain & Westside WTP BII] CDNS'fRUCTIOi+I SPBCIFICAT[ON DOCII�IENT5 City ProJectT[o, 103335 Decainher2Q21 06G1 19-2 MAIIJTLNA3VCE HO'Pid Page 2 af A NOW TX�EREFORE, �he condifio�n of t�is oblig�tian is such that if Principal shall s�emedy any de€ective Woi•k, for whic� timely nn�iae was pro�vided by Ci#y, CQ S COfTij]�8�iD21 satisfactoiy to tlae City, then this ob�igation shall become null and void; othet�vvise to remain in iu11 force and effect. PROVYDED, HOWEV'ER, if Pt�cipal shall fail so to repaii� ar ��econst�uct any timely noticed de%et[ve Work, it is agreed that f,�e City maq cause any and all such defective Wox�C to be repaued andlor t�ecanst��eted with all assaaiated costs thea•sof being bakne by the �'xincigal and the Surety under this Maintenance bond; and PROVYDED FURTHER, tkzat if any Iegal action be fi3ed an this Hand, venue shall Iia in Ta�ant County, Te�s or tkie United Statas District Cou�t far the Norkhern Districi of Texas, Fort Warth Division; and PROV�D�D FI3RTHER, that this obligation shall b� cantinuous in nature an:d sueeessive Feco�vexies may be h�d herenn, £or successive breaehes. CITX OF FOR'i' WORTH Eagle Mountain & Wesfside WTP BiD CONSTRUCTION SPECiFICATION DOCUMBN'fS Ciry PrnjecE I+fa. 1039�5 Dece�nhe� 2021 ppG1 19-3 iulA�+lTSi�IANCH SONR Page 9 ofA IN WITNESS WHER�O�, the Prineipal and the Stttety have eaeh SIQNED and SBALED this instrumerrt by duly autlzorizeci agents and of�cers on this the � daY of � K� >2��'�"' AT,�'�ST:, r � �� z �.�;, � `� �� -. (Prin pa1) Sec�•eta�y Lisa Hill ,I ,a � - . Witness to �incipal pauglas Wasik A'1 TEST: See Power of Attorney (Sur Seeret�iy �I�i _ � � �� A' ? / { � Wi esa as t urety ��6 /uKN� PRINCIPAT..: Crescent Construcfars Inc. SY;.� � ,,'Slgnatu��e David Caldwell, Vice President Name and Title Ad�ress; Z�60 Technology Drive Ste. 40D ano, X 75Q74 _ SUIiETY: 7ravelers Casuslty and Surety ompany of America i� —, , . BY: � - - - � Sr atu Jeffrey Todd Mcinosh, Attomey-in-Fact Nazne and Tit�e Address: One Tower 5quare Har�ford, G . TelephoneNu�bei: t214) 570-GD00 *Note: �'signed by an offia�r af the Suxety Company, thei�e must be on file a c�xiified e�taact £�om the by-laws shawing that tl�is pe�son has suthority to sign such obligation. If Surety's physical addiess is diffei�ent fi•om its t�ailing addx�ss, both t�.ust be pro�vided, 'I'he date a� the bond sl�all not be �rior to �he date the Cantaact is awarded. CITY OF 1�ORT WORTH Si� CONSTRU�1'TON SPECIFiCATiON T]DCUMaNTS pcceqtber �021 Eagle Mot�ntain & Westsida WTP City Pnojeet Mo. 103335 � � � I . 00GI 19-4 MAINT�NANCE BONo Page 4 oF4 This page intentzonaEly left blaz�c CITY OF FORT WORTH Sagla Mauutain & Westside WTP B1D CONSTRUCTiON SPSCI�TCATION �OCUM8NT5 City Project No. 103335 Dece�nUar 2021 �� Casual�r and Surety Company n� Wmerica iravelers �asuat� and Surety �ompany �t. �aul �ire and I+�arine Insurance �ompany POWER OF ATTORN�Y KNOW ALL INEN BY THES� PRESENT&: Thal Travelers Casualty anti Surety Company ofi America, Travefers Casualty and 5urety Campany, and St. Paul Fire and Marine I�surence Company are corporations duly organized under lhe laws of lhe Stafe of ConnecGcut (herein cqllec#i�ely called the "Companies"), and fhat the Companies do hereby rnake, constitute and appoinl Jeffrey Todd Mclntosh of Plano Texas their true and lawful Attamey-in-Fact to sign, execute, seal and acknowledge any and afl bonds, recognizances, conditional undertakings and olher writings obligatory in the nature thereof on 6ehalf of the Companies in their business of guaranteeing lhe fidelity of persons, guaranteeing the perFormance of contracts and execut[ng or guaranteeing bonds and underiakings requlred or permiE�ed in any aCtions or proceedings allowed by law. 1N 1NITNE55 WHEREOF, the Companies have caused this insfrument to be signed, and their corporale seals to be hereto affixed, this 3rd day of February, 2U17. �Fi�_`cY� y�*�.4YAry�� . � � � �o��'� � �, � + � y�+ ' *y,a� �� State af Cannecticut City of Nartford ss. By, _s � -� � _ Robert L. Raney, Se or Vice Presldent On this the 3rd day of Pebruary, 2097, before me personally appeared Robert L. Raney, who acknowledged himselF to be the Senior Vice President of Travelers Casualty and Surety Company of America, 7ravelers Casualfy and Surety Company, and St. Paul Fire and Marine Insurance Company, and thaf he, as such, being authorized so to do, executed the foregaing Instrumenf for the purposes fherein cantained by slgning on behalf of the cnrporations by himself as a duly authorized oificer. 1n Witness Whereof, I hereunto set my hand and ofllclal seaf My Commission expires the 34th day of June, 2021 �� 0`i1A.lt.. C �J�L�0.� ,� '� � Mane C. 7etreault, Notary Pu6lEc Thls Power of AfEomey is granted under and by the authority of the #ollowing resolutions adopted by the Bbards of Directors of Travelers Casualty and Surety Company of America, Tra�elers Casualty and Surefy Company, and Sf. Paul Fire and Marine Insurance Company, which �esalutions are now in full force and effect, reading as follows: RES�LVED, that the Chairman, the President, any Vice Chalrman, any Executive Vlce President, any Senior Vice President, any Vice President, any Seaond Vice President, the Treasurer, any Assistant Treasurer, the Corparate 8ecrefary or any Assistant Secretary may appoinl Attorneys-in-Fact and Agents to act for and on [7ehalf of the Company and may give such appoinlee such autharity as his or her certiilcate of authority may prescribe to slgn with the Company's narne and seal with lhe Company's seaE bonds, recognizances, contracts of indemnity, and other writings obligatory in lhe nature af a ppnd, recognizanCe, or condilional undertaking, and any of said ofiicers or the Board af Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER R�SOL.VE�, that the Chalrman, the President, any Uce Ghairman, any Executive Vice Presideni, any Senior Vice President or any VCe President may delegate al1 or any part af the faregoing authority fo one or rrEore officers or employees of this Company, provided that each such delegatian is In writing and a copy thereof is filed in the office of the Secretary; and ii Is FURTHER RESOI,V�D, that any bond, recognizance, contract af indemnity, or writing nbligatory in the nalure of a bond, recognizance, or canditionai �ndertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice Pres[dent, lhe Treasurer, any Assistant Treasurer, the Corporate Secretary� or any Assistant 5ecretary and duly ettested and sealed with the Company's seal py a 5ecretary or Asslstanl Secretary; or (b) duly executed (under seal, if required) by one ar more Attorneys-in-Fact and Ager�ts pursuanf io the power prescribed in his or her certificate ar their oertiflcates of authonty or by one ar more Company officers pursuant to a wrilten delegation of authority; and it is FURTHER RESOLW�R, that lhe signature of each of the following officers: Presider�t, any Executive Vic� President, any Senior Vice Presideni, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal af the Campany may be affixed Gy facsimile io any Power of Ariorneq or to any certiflcate reEating thereto appointing Resident Vice Presidents, Resident Assistant Secretarles or Attorneys-in-Fact for purposes only of execuling anc! atlesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signa#ure or facsimile seal shall be �alid and binding upon the Company and any such power so executed and cerfified I�y such facsimile signature and facsimile seal shall be valid and binding on the Company In the future with respect to any bond or understanding io wiiich It is attached, I, Kevin �. Hughes, the undersignetE, Assistant 5ecretary of Travelers Casualty and 5urety Company of America, Travelers Casualty and Surety Campany, and St. Paul Flre and Marine Insurance Company, do hereby certl(y that the above and foregoing is a true and correct copy af lhe Power of Attomey executed by said Companies, which remains in full force and efFect. Dated this day of , �� a*�tr �kn� �'�� `d! � �a�� .r� � l�+�" � Kevin E. Hughes, Ass fant Secretary To verify the authenticity of this Por�rer ofAitom�y, please call us at I-80D-91I-38�0. Please r+efer ta tHe a6ove-narited I�ttorney ie-Farl�and the details of the 6ond fo whfcY� the parveris attached. T�XAS d IF�I��R�lVA�IOP! O� COf�I��AINiS i�OiEG� To obtain information or make a complain#: You may call Travelers toli-free telephone number for inforrr�ation or to make a complaint at: 1-800-328-2189 Yau may contact ihe Texas Department of Insurance to obtain information on companies, covarages, rights, or com�laints at: 1-80D-252-3439 You may write the Texas �epartment of Insurance PO Box 149104 Austin, TX 78714-9104 Fax (512} 475-1771 Web: http:NlNww.�di.t�3Yac�nv, E-mail: Cansu e rotectionCc�tdi.taxa�..�ov P��IV�IIIlVi OR C�Al�ilf �1S�U��S: Shauld you ha�e a dispute concerning your premium or about a claim yau shoul� contaci your Agent ar Travelers first. lf the dispute i� not resolved, you may contact the Texas Department af lnsurance. ATTACH iFiIS P��TIC� �� YOl1R POLICY: This notice is for information only and does not become a part or condition of the attached document. Po1llS0 Il9�I�OR�,�R�li� -- [N�'�RM�,�I�iV O (�[J�JAS � ��XAS Usfed pu�de Ilamar al numero de telefono gratis �e Tra�elers para informacibn o para sameter una queja aL• 'I -800-328-2189 Puede comunicarse con el pepartarrzento de Seguros de Texas para obtener informaci6n acerca de companias, coberturas, derechas o quejes al: 9 �800-252-3439 Puede escribir af Departam�nto de Seguras de Texas PO Box 149104 Austin, TX 78714-91Q4 Fax (512) �475-1771 Web: nn�./iwwr .tdi.texas,go� E-maif: l;ansumerProtecti�n _Ldi texas�ao�_ �IS�UiAS SOBR� �Rlii�r4� 0 R�C�.l�+II{�S: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Agent� o Travefers primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento tTDI). UWA �ST� r4VkS0 l�o SU �OL1�A: Este aviso es solo para proposito de Informacibn y no se canvierte en parte o condicion del documento adjunto. NTC-19023 �d. 05-13 Page 4 of 1 � 2013 The Travelers lndemnity Campany. All rights reserved. ao�izs-i CERTIFICATE OF INSi1i�A3�ICE Page I of 2 SECTION QO 6l 25 CERTIFICATE OF INSi.]RANCE END OF �ECTION CIT'Y OI' FORT WORTH Eagle Mountain $c Westside W'CP BID CONSTRCFCTIOAf SPECIFICA'I`ION BOCi1MEIY7S City Pinject IVo. ] 03335 Decem6er 2021 00G125-2 CERTIFiCATE OF INSURANCE Pag,e 2 af 2 This page intentianally left blank CITY OF FORT WpR'I'H Eagle Mountain & Wes#side WTP BIi) CdNSTRL7CTlON SPBCIPICATIQN BflC[JMENTS City Project No. ]03335 DeceYuUer 2021 00 72 00 ,('sENERAL COI�fDITfOWS Page 1 af 64 �T�IDARD GEl\TERAL �O1�TI)IT��l�S OF THE CON�7['RUCTI�l�T ��1�'I'RACT Cli'Y OF FORT WORTH BID CONS'I'ItUCT[ON SPECIFICATI�N DOCUM�.NTS DecemUer 2021 Ea�;le Mountain & Westside WTP City Project No. 103335 ao �z oa ('iENEEZAL CONDITIONS Page 2 of C�i THIS PAGE INTENTiOiVALLY LEFT BLANK CI`I'Y OF E'ORT WQRTH BIE7 CONSTRUCT[ON SPECIFICATION DOCUMENTS December 2021 Eagle Mountain & Westside WTP City Praj ect No. 10333 S oa� ��. oa G�NERA[. COA€DITIpNS Page 3 of �i4 STANDAI7D GENER.AL CONDITIQNS OF THE C�NSTRUCTI�N C�NTRACT TABLE OF COl�1TEl�TTS Page Article 1 —Definitioyas and Terminolo�y .........................,..............---...............................---.............................1 1.01 De�ned Terms ................................................. .................. .. . ........................... ..............................1 1.02 Tei�minology .................................................................................................................................. 6 Articie 2 — Preliminazy Matters ............................................................................. 2.01 CopiesofDocuments ....................................................................... 2.02 Commencement of Con�r•act Time; Notice ta Proceed .................... 2.03 Sta7�ting the Worlc .............................................................................. 2.44 Be�ore Siarting Const�uction ............................................................ 2.05 Precanstr�uction Canference ............................................................. 2A6Public Meeting ................................................................................ 2.07 Initial Accepta�ce af Scbedules ....................................................... ........................................... 7 ........................................... 7 .......................................... 7 ........................................... 8 ........................................... S ........................................... 8 ........................................... 8 ........................................... 8 A.x�icle 3— Contract Documents: T�tent, Azx�ending, Reuse ............................................................................ 8 3 . 01 Intent . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. .. . . . . . . . . . . . . . . . . . . 8 3.02 Reference Standa3ds ......................................................................................................................9 3A3 Reporting and Resolving Discrepancies ....................................................................................... 9 3.04 Amending and Supplementing Cant�act Documents .................................................................10 3.05 Reuse o�Docurnents ...................................................................................................................14 3.06 Electronic Data ............................................................................................................................11 Article 4— Availability of Lands; Subsurface and �hysicai Canditions; Hazardous Environmental Condiiions; Reference Paints ...........................................................................................................11 A.O 1 Availability of Land� ..................................................................................................................11 4.02 �ubsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Condit�ons ....................................... 4.04 Underground Facilities ...............................................................................................................13 4.QS R�ference Paints .........................................................................................................................14 4.06 Hazardous Enviranmental Condition at �ite .............................................................................. l 4 Article5-- Bonds and lnsurance .....................................................................................................................16 5 A 1 Lic�nsed Sure�ies and Insurers ...................................................................................................1 b 5.02 Performance, Payment, and Maintenance Bonds .......................................................................16 5.03 Certificates of Insurance .............................................................................................................16 5.04 Contractor's �nsurance ................................................................................................................ l.8 CITY OF FORT WORTH Eagle Mounfain & Westside WTP BIQ CaN5TRUCTION SPECIFICATION �OCUMENTS City Project Na. 103335 Deceui6er 2U21 Op 72 p0 GEN6(2AL CONbITLON5 Page 4 of 64 5,05 Acceptance of Bonds and Insurance; 4ptaon to Replace ...........................................................19 Article � - Cont�acl;or's Responsibilities ........................................................................................................ I9 6.OI Supeivisiox�. axid Supefintendence ...............................................................................................19 6.02 Laboz-; Wo�king Holu•s ................................................................................................................20 6.0� Seivices, Matea-ials, and Equipment ...........................................................................................20 6.04 Prflject Schedule ..........................................................................................................................21 b,05 Substitutes and "Or�Equals" .......................................................................................................21 6,0& Conceining Subcflnt�actars, Suppliers, and Others ....................................................................24 6.07 Wage Rates ..................................................................................................................................25 6.�8 Patent Fees and Royalties ...........................................................................................................26 6.09 Permits andUtiliti�s ....................................................................................................................27 6.10 Laws �nd Regulations ..............................................................................••--•--............................27 �.11 Taa�es ...........................................................................................................................................28 6.12 Use o� 5ite and Other Areas .......................................................................................................28 6.13 Recard Documents ......................................................................................................................29 6.14 Safety and Protection ..................................................................................................................29 6.15 Safety Repzesentative ..................................................................................................................30 6.1� Haza�d Communication Pragratns .............................................................................................30 6.17 Emergencies andlor Rect�ification ............................................................................................... 30 6.18 Subz�aittals ....................................................................................�,..............................................31 6.19 Continuing the Work ...................................................................................................................32 6.20 Cant�•actor's General Warranty and Guarantee ..........................................................................32 6.21 Indemnificaiion .........................................................................................................................33 6.22 Delegatian �f P�ofessional Design Services ..............................................................................34 6.23 Right to Audit ..............................................................................................................................34 6.24 Nondiscrimination .......................................................................................................................35 Art�cle 7-- Other Worlc at the Site ...................................................................................................................35 7.01 ReIated Worl{ at Site ......................................................•--.................................................-----.... 35 7.02 Coordination ................................................................................................................................3b Article 8 - City's Responsibilitie� .............................................................................................................•--•-•36 8.01 Carnrnunicat�ians to Contractor ....................................................�.........................................,....36 8.02 Furnish Data ................................................................................................................................36 8.03 Pay When Due ..........................................................................................�,.�,�............................3b 8.04 Lands a.nd Easements; Reports and Tests ..............•-----....,..........................................................36 8.05 Change Orders .............................................................................................................................3� S.Q6 Inspections, Tesis, and Approvals ..............................................................................................36 $.07 Limita�ions on City's R�sponsibilities ....................................................................................... 37 8.08 U�disclased Hazardous Environrnental Condition .................................................................... 37 SA9 Cornpliance with Safery Pro�ram ...............................................................................................37 Article 9- City's Observation Status During Construction ...........................................................................37 CITY OF FflRT WdRTH Eagle Mountain & Westside WTP BID CbNSTRUCT[03V SPECIF]CATI�N DOCIJMENT5 Ciry Project Nn. ]03335 DeceAnber 2021 oa 72 ao G�N�RAL CONbITIONS Page 5 of 54 9.01 City's Project Manage� .... ..................................................,..................................................... 37 9.02 Visits to Site ................................................................................................................................ 37 9.03 Authoi��ed Vax-�ations in Work ..................................................................................................38 9.04 Rejecting Defective Work ..........................................................................................................3$ 9.D5 Detexminatians �or Work Perfor7ned .......................................................................................... 3$ 9.06 Decisions on Requu•ernents of Contract Documents and Acc�ptability of Work .....................38 .Ar�icle 10 -- Changes in the Wark; Claims; Extra Work ...............................................................................: 3 8 10.01 Authoz-�zed C�aa�ges in th� Work ............................................................................................... 38 10.02 Unauthorized Changes in the Worrlc ........................................................................................... 39 10.43 �xecutio� of Change Orders .......................................................................................................39 10.04 Extra Work .................................................................................................................................. 39 10.05 Notification to Surety ..................................................................................................................39 10.06 Contraci Clairns Process .............................................................................................................40 Article 11- CoSt af tl�e V41ork; Allowances; Unit Price Work; Flans Quantity Measurement ...................... 41 11.01 Cost of ihe Wark .........................................................................................................................41 11.02 Allawances .................................................................................................................................. 43 11.03 Unit Pz-i.ce �Vorl� ..........................................................................................................................44 11.04 Plans Quantity Measurement ......................................................................................................45 Ai-t�c1e 12 - Change of CQnt�act Price; Change o� Gontract Time .................................................................46 12A1 Change af Conta.•act Priee ............................................................................................................4b 12.42 Change of Con�.•act Time ............................................................................................................ 47 12.03 Delays ..........................................................................................................................................47 Article i�-- Tests and Inspections; Correction, Renrzoval or Acceptance of Defective Work ...................... 48 13.01 Notzce ofDe%cts ---•-• ..................................................................................................................4$ 13.02 Access to Work ...........................................................................................................................48 13.03 Tests and Inspections ..................................................................................................................4$ 13.04 Uncovering Work ........................................................................................................................49 13.05 City Ma� Stop �he Work .............................................................................................................49 I3.06 Correction or Removal of Defective Worlc ................................................................................ SO 13A7Correctian P�riod ........................................................................................................................ 50 13.08 Acceptance of Defective Work ................................................................................................... 51 13.09 City May Correct Defactive Work ............................................................................................. 51 Article 14 - Payments to Cont�actor aud Completion .................................................................................... 52 �4.01 Schedule of Values ......................................................................................................................52 14.02 Progress Payments ...................................................................................................................... 52 14.03 Coni�actor's Warranty of Tit1e ................................................................................................... S4 14.a4 P�-tial Utilization ........................................................................................................................ 55 14.05 FinalInspection ...........................................................................................................................55 14.06 Final Acceptance ......................................................................................................................... 55 14.47 Final Payment ..............................................................................................................................56 CITY OF FORT WORTH Eagle Mountain & Westside W'I'P BID CONSTRUCTFON SYECTFTCATI�N �OCUMENTS Ciry Project Irla. 143335 17eceuibeE• 2021 00 72 00 GEI�ERAL CONDI'CIONS Page 6 of 64 14.{}8 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 �Vaiver of Claims ........................................................................................................................ 57 Artic�e I5 — Sus�ension of Wark and Termination ...............................•............,..,,,,,.....,..............,,..............57 15.01 City May Suspend WarI� .............................................................................................................57 15.02 City May Termina�e for Cause ................................................................................................... 58 15.03 Ciry IVIay Terminate For Convenience ....................................................................................... 60 At-�icle Ib—DispuieResolution ......................................................................................................................61 1b.01 Methods and Procedures .............................................................................................................61 Article17—Miscellan.eous ..............................................................................................................................62 17.OI Giving Notice .............................................................................................................................. 62 17.02 Computation of Times ................................................................................................................ 62 17.03 Cuznulative Rernedies .................... . .... . . ...................................................................................... b2 17.04 Sw.vival of Obligations ............................................................................................................... b3 17.�5 Headings ......................................................................................................................................63 CITY OF FORT WORTH Eagle Motmtain & Westside WTP BID COI�ISTRUCTCON SPECIF'TCATIQN bOCIJMI?t�TS City Project Na. 103335 Deeember2021 aanaa CrE1VEI2AL CON�ITIONS Page i of 64 ARTTCLE 1— DEF�NITIONS AND TERMINOLOGY I.O1 Defined Terms A. Wherever used in these Generai Canditions or in other Conixact Documents, the terrns listed below have the rr�eanings indicaied vcrhich are applicable to both the singular ancl plural ihereof, and words denoting gender shall include the mascuiine, femznine �nd ne�ter. Said t�rms are ger�erally capitalized or written in italics, but nat always. When used in a context consistent witk� the definitios� of a listed-defined terrn, the term shall �iave a rneani�g �.s defined below whethe�� capitalized ar italicized or atherwise. In addition to terms specifica�ly defined, terms with initial capital letters in the Conhact Documents include references to ident�fied articles and paragraphs, and the t[tles of oiher dacuinents ar forms. Addenda—Written or graphic ivasi�tiu�.ents issued pzzor to �he op�ning of Bid� vvhich clarify, coirect, or change the Bidding Requirernents or ihe praposed Confract Docuz�ents. 2. Ag�eenzent—The written instrument which is evidence of the agreement between City and Contr-actor covei7ng the Work. 3. Application for Paymeni The fot�n acceptable to City which is to be used by Contractar dtu�ing the ca�.use of the Woz-� in requesting pragress or final payments and which i.s to be accornpanied by such supporting daeumentation as i5 required by the Cantract Dacuments. 4. Asbestos—Any mate�ial that contains rnore �an one percent asbestos and is friable or is releasing asbestas fibers into the air above cu�x'ent action levels esta.blished by tl�e United States Occupational Sa�ety and Health Ac�ministration. 5. Award — Autharization hy the City Council for the City to ent�r into an Agreement. 6. Bid—The offer or praposal of a Bidder submitted on the pxescribed far�n setting forth the prices for the Work to be performed. 7. BiddeN The individual or entity who sub�nits a Bid directly to Ciiy. S. Bidding Dacuments The Bidding Requirernents and tbe proposed Contract Documents {including all Addenda). 9. Bidding Requi�ement� The advertisexr�ent or Invifiation ta Bid, Instructions to BXdders, Bid security of aeceptable form, if any, and the Bid Form with any �upplements. 10. Bu�raness Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state h�iidays obse�rved by the Ciiy. 11. Buzzsaw — City's on-Iine? electronic document management and collalaoratian systezn. 12. Calendar Day — A day con�isting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH BiI} COi�I5TRUCTION SPECICICATIQN DQCUMENTS Dece�nber 202 f Eagle Mnuntain & Westside WTP City Project No. 103335 ao 72 00 C'rENE1�iAL CONbiTTONS Page 2 of G4 13. Char�ge Order A docum�nt, which is prepa�ed and approv�d by th� City, Wi11Ckl 1S 51�TI1�f1 by Cantractor and City and authorizes a�n addition, delet�on, or re�ision in the Worlc o7• an adjustment in the Contract 1'rice or the Cant�•act Time, issued nn or after th� Eff'ecti�e Date of the Agreem�nt. 14. Ci�-- The City of Fort W�rth, Texas, a hoz�e-iule municipal carporation, authorized and chaztexed �nder the Texas State Statutes, acting by its governing body through its City Manager, his designe�, or agents au�orized under his behalf, each of which is required by Cha��er to pez-£oz-�rz specific duties with responsibility for final enforcement of the cont�•acts involving ihe City of Fort Worth is by Charter vested in tI�e Ciry Managez- and is the eniity with rvhom Contractor has entered into tkxe A�reeffient ancl for whom the Work is to be pe�•foimed. 15. Caiy Atiarney — The officially appointed City Attorney of the City af Fc�rt W�rth, Texas, oz- his duly authorized represent�tive. 1fi. City Cou�cil - The duly elected and qualified go�erning body of the City of �ort Wot-�h, Texas. I7. City Manage� — The officially appointed and au�,horized Czry Maz�agez� o� the Czty of Fort WorEh, Texas, or his duly authorized represent�tive. 1$. Co�ctract Claitn A demand or assertion by City or Contractor seelcing an adjustment of Cantract Price or Contract Time, or both, or other relief wi�h respect ta �lie terms of the Conttact. A damand for money or services by a tkird pa�ty is not a Contract Claim. 19. Cont�dct The enf.ire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Con�ract Docurnents and supersedes prior negotia�ions, r�presentatinns, or agreez�n.ents, whether �vritten or oral. 20. Coratr�act Doc�crraents Those it�rns so designated in the Agreement. All items listad in the Agreement are Contract Docunnents. Approved Submittals, other Co�traetor submittals, and the reports and drawings of subsurface and physical conditions at'e �ot Contxact Documents. 21. Contract Price—The moneys payable by Czty to Con�ractor for completion of the Wark in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Worlc). 22. Contract Time—Thc niu�ber of days or the dates stated in the Agreement to: {i) achieve Milestones, if an.y and (ii} coznplete th.e Worlc so that ii is ready for FinaI Acceptance. 23. Contructar—Tkae individuai or entity with whom City has entered into the Agreement. 24. Co,st of the Wot-k—See Paragraph 11.01 of these General Conc�itions for definitian. CTTY OF FORT W�RTH Eaglc Mountain & Wcsiside WTP BID CONSTffUCTION SPL�CIFICATION DOCCJMENTS City Project No. 103335 I]ece�nber 2p21 oa �2 ao G�rr�RAz, co�iTiaNs Page 3 af b4 25. Damage Claims — A demand for money or services arising frorn the Project or Site frorr� a thit•d pa�-ty, Gity ar Contractor exclusive of a Contract Claim. 26. Da,� or day — A day, unless otherwise de£'ined, shall mean a Calendar Day. 27. Direetar of Aviatian — The of�icially appointed Director ofr the A�iatiar� Depa�rtme�t of the Czty of Fot� Worth, Texas, or his duly appointe� representaiive, assistant, oz agents. 28. Director of Par1�r and Com�unity 5e�vi�es — The afficially appointed Director of the Parks and Cornmunity Services Department of the City of Fort Wortli, Texas, ox his duly appointed representative, assista�nt, or agents. 29. Directo� of Plan�aing and Development — The o�czally appointed Di�ector of the Planning at�d Deve�oprnent Department of the City of Fort Worth, Tex�s, or hzs duly appointed representative, assistant, or agents. 30. Da�ector of Transportatiora P�blac YYorks — The officially appointed Director of the Transportation Publie Works Department oi �e City of Fo� Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Directo�- af Water Deperrtment --- The officially appointed Direetor of tlie Water Departrnent of the City of Fort Worth, Texas, or his duly appointed representative, assistant, ot agents. 32. D�awangs That part of the Coniract Doc�ment5 prepared ox appraved by Engineer which graphically shows t.�e scope, exten�, and charact�r of the Work to be performed by Contractor. �ubn�ittals are not Drawings as so defined. 33. Effeciive Date af the Ag�ee�ent The date indicated in ihe Agreemer�t on which it t�ecomes effective, but if na such date is indicated, it means the date an which the Agreement is signed and delivered by ttie last of the two parties to sign and deliver. 34. Engineep—The licensed p:ro£ession�l engineer or �ngineering firm registered in the State of Texas perForming professional services for the City. 35. Exi�a Work — Addit�anal work made necessary by changes or alterations of the Contract Dacument� or of quantities ar far other reasons �or which no prices ar� provided in the Cantract Docuzx�.ents. Ex�ra work shall be part of the Work. 36. Field O�der — A written order issued by City wl�ich requires ckanges in the Wor1c but which does not involve a change in the Coairact Price, Contract Time, or ihe i�te�t of �lie ��gineer. Field Orders are paid frorr� Field Order Allowances incorporated into the Contract by funded worl� type at the time of award. 37. Final Acceptance — The written notice given by the City �o the Contractor that the Wark specified in the Contract Doeuments has been completed to the sa�isfaction of the City. CITY OF FQRT WORTH BTI� CONSTRUCTIOH SPECIFICATION DOCUMEtVT'S aeeember2Q21 Eagle Mountaan &c Westside R7TP City Pi•aject No. 109335 00 72 00 GENERAL CONDITi�NS Page 4 of G4 38. Final Inspection — Inspection caxz-ied out by the Ciry to verify tihat tlle Contractar has coznpleted the VVork, and each and eveiy pat-t oi• appurtenance thereof, fully, enti�•ely, and in confortnance with the Cantracti Dncuments. 39. General �equirements--Sectians of Division I o�the Contract Documenis. 40. Hazardous Envi�anmental Condition—The presence at the Site of Asbestos, PCBs, Peia-oleuxz�, Hazardous Waste, Radioactive Material, or o�ier rnate�-ials in such civantities or circurnstanc�s that may present a subs�anti�I daz�ger to persons or properry exposed thereto. 41. Hazardous Wa,ste--Hazardous waste i� defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as de�"ined in the �ederal waste regulations, as arnended fi orn time to time. 42. Laws and Regulatians—Az�y and all applacable Iaws, rules, regulations, ordinances, codes, and orders of any and al� governmenial bodies, agencies, authorities, and cauz-�s k�aving jurisdict�on. 43. Lieras—Charges, security interests, or encumbxances upon Project funds, real property, or personal propelty. 44. Major Item — An Item of work included in the Contract Documents that }�as a tatal cost equal to or greater than 5%0 o�'the original Contract Frice or $25,000 whichever is less. 45. Milestone--A principal e�vent specified in the Contract Documents relating to an intermediate Conhact Time p�•ior to Final Acceptance of the Work. 46. Notice of Awa�d The written notice by City to tha Successful Bidder stating that upon iimely cornpliance by the �uccessfi.tl Bidder with the condi�ions precedent lisied therein, City will sign and delivez the Agxeezx�.ezat. 47. Notice to Proceed—A written natice given by City to Cor�tractor fixing the date an wkucl� tl�e Contract Time will commence to run and on which Contracioz' shall 5tar� to perforrn the Wark specified in Cont�-act Dacu.ments. 4$. PCBs—Palychlorizaaied biphenyls. �9. Pet�oleum Pefiroleum, including crude oil or any frac�ion thereof which xs liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fitel oil, oil sludge, ail r�fuse, gasoline, l�erosene, az�d oil mixed with other nan-Hazardous Was�e and crude ails. 50. Plrans — See definition of Dra�ings. CITY OF PORT WORTH Bagle Mountain & Westside WTP BID CONSTRiiCTION SPECIF'TCATIQN DOCUMENTS City Project No. 1Q3335 December 2021 00 �a o0 GENERAL CONDITI03�lS Page 5 of 64 S 1. Project Schea'u�e—A schedule, prepared and maintained by Cantractar, in accordance with the General Requirements, describing the sequence and duration o� tbe activities camprising the Contractoz's plan to accomplish the Worlc within the �Contract Time. 52.1'raject—The Work to be pe�ormed under the Cont�aet Documents. 53. Project Nfanager The authorized representative of the City who will be assigned to the Site. 54. Public Meetirag — An annauzxced meeting conducted by the City ia facilitate public part�cipation at�d to assist the public in gaining an infonmed vievw of tih� Project. 55. Radioactive Mezterial—�aurce, special nuelear, or bypraduct material as de�'ined by the Atomic Energy Act of 1954 (42 USC Sectian 2011 et seq.) as amended fram time to time. 56. Reg�lar Working �`�'our�s -- Hours beginning at "�:00 a.m. and ending at 6:00 p.rt�., Monday ihru Friday (exeluding legal holidays). 57. Sarrapdes—�'kysical examp�es of materials, equipment, or worlctnanship that a�e representative of some partion of the Work and which establish t�e standards by which such pot�tion of the Work will be judged. 58. Sch�da�le of Submiitals A schedule, prepared and maa�tained by Contractar, af required submittals and the ti�a.e �requiremenis to support scheduled performance of related cax�st�-uction activities. 59. Schedule of Tjalues—A schedule, prepared and mainta.ined b� Contractor, allocating portions of the Cantract Prica t� various portions o� the �Vork and used as the basis for reviewing Cantractor's Applications for Payment. 60. Site—Lands or areas indicafied in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-v�ay, permits, and easements far access thereio, and such otkaer lands fixrnished by City which are designated for the use of Contractnr. 51. 5pecifications—That part of the Contract Documents consisting of written requirem�nt� for ma�eriais, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and proeedural matters applicable ihereto. �pecifications �ay be specifically made a part of the Cantract Docwn�nts by attachment or, if not atiached, may be incorparated by t'e�erence as indicated in the Table of Contents (Davision DO 00 00) of each Project. 62. ,Subcontractar—An individual or entity having a direct contract with Con�ractor or with any other Subcontractor for ihe performance of a part of the Wark at the Site. CT7`�' QP FOR'P WORTH BID CON3TRliCTION SP�CIFICATION bOCUMENTS December 2421 Eagle Mountain & Westside WTP City Pinject IZo. 103335 0o n ao GEN�RAL CONDITIONS Page G of G4 63. Subnaittals--All dra�rings, diagrams, illustrai:ions, schedules, and other data or inforrnation which are speci�ically prepaa•ed or assembled by or fo� Contractoi• and submitted by Con�zactar to illush•ate some �ortian of the Worlc. 64. Successful Biddet=The Bidder sut�mitting ihe lowest and most responsive Bid to who�n City malces a.n Award. 65. Superintendent — The repxesentative of lhe Contractor who is available at alI times and able to receive instr-uctions from the City and to act for the C�ntractor. 66. Supplemera�ary Condiiians—That pai�t of �lie Cantract Docurz�ents which amends or supplements t1-iese General Ganditians. f7. Supplier A manu�acturez, fabrica�or, supplier, distributor, matei-ialman, or vendor having a diz-ect contract with Cont�actor or with any Subcon�ractor td furnish �aterials or equipment to �be incorporated in the Wor� by Conixactor or Subcontractor, 6$. Underground �'acilities—All underground pipelines, conduits, ducts, cabl�s, wues, manholes, vaults, tanks, tunmels, or othe� such facilities or attachments, and any encasements containing such facilities, including but z�at liznited ta, those that convey electricity, gas�s, s�eam, liquid petroleum products, telephone or atl�cr communicatians, cable television, water, wastewater, storm water, other liquids or chez�ni.cais, or traffic or other control systems. 69. Uni�Price YYork—See Paragraph 11.03 ofthese General Conditions for definition. 70. Weekend Working Haurs — Hours begiz►�ing at 9:00 a.m. and ending at 5:00 p.m., Sattu�day, Sunday or legai holiday, as approved in advance by ihe City. '71. Worlc The entire construction ar the various separat�ly iden�ifiai�le parts thereof requi�ed ta be provided under the Contract Dacuments. Worl� izacludes and is the result of perfanzvng or pro�riding all Iabor, services, and docurnentation necessary to produce such constru.ction inclucling ariy Change Order or F.ield Order, and fu�ishing, installiz�g, and ineorparaiing a11 materials and equipment into such co�.st.ruction, all as reyuired by the Cantract Documents. 72. Working Day — A warl�ing day is def ned as a day, not including Saturdays, Sundays, or legal holidays atithorized by the City for contract puzposes, in which weafk�er or o#her conditions not under tiie contral of the Contractor will permit tke performance of th� principal unit of work underway for a continuous period of not less t,han 7 hours between 7 a.m. and 6 p.m. 1.02 Ter�n.inalogy A. The words and terms discussed in Paragraph 1.02.8 through E are not defined but, when used in the Bidding Requir�ments or Contract Doc�izz�en.ts, ha�e the indicated meaning. B. Intent af Certain Terms or Adjectives: CiTY pT FORT WbRTf3 SITJ COIVSTRUCTION SPECIP'ICATION DOCUMENT3 DeCemUer 2021 Eagle Mountain & Westside WTP City PrnjectNa. 1Q3335 00 �z aa GE]VEItAL CONDITIONS Page 7 of 64 l. The Contxact Documents include tlie terms "as allowed," `°as approved," "as ordexed," "as duected" or terms of IiI�e effeci or import io authozize azx exercise of judgmeni by City. In addition, the ad�ectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of lilce effect or import are used to descri�ie an action or determination of City as to the Work. It zs in.tended that such e�ercise of professional jud�nent, action, or determination vvill he solely to evaluate, in general, the Work for compliance with the infarmation i.n the Co�tract Docuxnen�s and with the design concept af the Project as a fumctioning whole as shown or indicated in the Contract Documents {uziless there is a specific statement indicating otherwise). C. Defe�tive: 1. The word "defective," when modifying the word "Work," refers to Work that is �nsatisfactory, faulty, or def�cient in that it: a. does not confoiln to the Contract D�cuments; or b. does not meet ihe requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has heen damaged priox to City's written acceptance. D. Furnish, �nstall, Perfa�-m, Ppovide: 1. The word "Fux�nish" or the �vord "Install"' or the word "Perform" or �kae word "Provid�" or the �cror•d "Supply," or any combinatian or sizzailar direc�i�ve or u�age thereof, shall rnean furnishing and zncozpo�'ating in tbe Work including all necessary labor, mafierials, equiprnen�, and everything necessary to perform the Wor�c in.dicated, unless sp�cifically limited in the context used. E, Unless siated o�herwise in the Contract Dacumen�s, words or phrases that have a well-known t�chnical or const�ru.ction industry or trade meaning are used i�t the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 2.02 Cnpies ofDocuments City shall furnish to Contractor one (1j ariginal executed copy and one (1) eleetronic capy of tlae Canixact Docwnents, and four (�) additional copies of the Drawings. Additianal copies will be furnished upon request at tb.e cost o� reproduction. Comnaencement of Contr�act Time; Noiice to Proceed The Contract Time will commence �o run oi1 the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any tirne wif.hin 14 days after the Effective Date of the Agreement. CITY OF FORT WOKTH Eagle Mountain & Westside WTP $ID CONSTRUGTION �PECTFIGATION DOCrJMENTS City Project Na. 103335 December 2U21 ao n ao GENERAL COT�f DlTIONS Page 8 of 64 2,03 Starting the YYor1� ConYa•actor sha11 start to perform the Wor�C ob the date when ihe Caxai�•act Time commences to run. No Worl€ shall be dona at the Site }�rior to the date on which the Contract Time commences to rrxn. 2.04 Before Starting Con�truction Baseline Schedules: Submzt in. accordance with the Contract Documents, and prior ta starEi.z�g the Work. 2.05 Preco�structian Confere�tee Before any Work at the Site is started, the Contractor sha11 attend a Pz•econstruction Conference as specified in the Cflnt�act Dac�nn.eants. 2.06 Public Meeting Cont�•acto� may nat mob�lize any equipment, materials ar resources ta the Site prior ta Cantractor attending the Public Meeting as scheduled by the City, 2.07 Initial Acceptarace of Schedules No progress payment shall be made to Contractar unt�l acceptable schedules are submitted to City in accordance with the Schedule Specif catian as pro�ided in the Coritract Documents. ARTICLE 3— CONTRACT DOCUMENT�: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Dacuments are complementary; what is required by ane is as binding as z� requiz�ed by a11. B. It is the intent of the Contraci Documents ta describe a fun.ctionally compleie project (or part thereo� to be canstructed in accordance wiih the Contract Documents. Any labor, docu�nentation, services, mater�als, or �quipment that z-easorzably nnay be inferred from the Contract Docurnents ar from prevailing custom or trade usage as being raquired to praduce t}�e indicated result will be provided whether or not speci�ically called fox, at no additional cosi to City. C. Clarif cations and interpretations of the Cc�ntract Documents s�all b� issued by City. i3. The Specifications may vary in form, fflrmai and style. �ome Specificatian sections zxtay be written in varying d�grees of streamlin�d or declarafiive style and sorne s�ctions may be relatively narrati�ve by camparisan. Omission of such words and phrases as "the Contractor shall," "lri canforniity Wl�'1," "15 S170Wri," OY "SS speci�zed" aT� 1I1t�17t(Ol]a� 1C1 5tT'�aTI111IleCl sections. Omitted words and phrases shall be supplied by inference. Similar types of pravisions may appear in various parts of a sectio� or• articles within a part depending oz� the forrnat of the C1TY OT I'DRT WORTH Eag1e IVlountain & Westside WTP HID C�NSTRLICTEON SPECIFICATION DOCUMENTS City Ptnjaet�Ta. 103335 December 2021 ao �z afl GENERAL CONDTTIONS Page 9 oFG4 sectian. The Contractor shall not take advantage of any variatian of form, format or style in mal�ing Contract Claims. E. The C1055 referencing of specif cation sec�ians ubder the subparagraph heading "Related �ectiaz�s include but are not necessarily iimited to:" and elsewhere within each Specification section is p�•ovided as an aid and convenience tfl the Cantractor. T`�e Contractor shall not rely on the cross xeferencing provided and sha�l be responsible to caordinate the entire Woik under the Cont�act Docurrients and provide a cozxj.plete Praject whether or not the cross referencing is provided in each section or whether ar �ot the cross referencing is complete. 3,D2 Refe�ence Sta�adards A. Standards, Specifications, Cades, Laws, and R�gulations 1, Ref�rence to standa:I•ds, specifications, manuals, ar code5 af any technieal society, orgar�ization, o� association, or to Laws or Regulations, whetlaer su.cb reference be specific or by ir�plication, shall mean the standard, speczfication, manual, code, or Laws or Reguiatiotas in effect at the t:�me af apening flf Bids {or an the Effective Date a� the Agreement if there were no Bids); except as may be atherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, znanual, or cod�, or any instruction of a Supplier, shail be effective to chaa�ge �1ie duties or responsibilities of City, Coni�actor, ar ar�y o� their subcont�ac�ors, consultants, agents, or employees, from thase set fortk in the Contract Documents. No such pravisi�n ar instructian shall be effective td assign to City, or any flf its o�f cers, clirectors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or anq dury ar auf�hority to unde��ake responsihility incansistent witl� the provisions of the Cont�act Docwneni�. 3.03 Reporting and Resodving Discrepancies A. Re�orting Discrepancies: Contractor s Review of C`ontract Documents Before Starting �'ork: Before u�zde�rtaking each part of the Work, Contractar shall carefully study and compare the Contract Documents and check and varify pertinent �.guires therein against a11 ap�licable field measurements and conditions. Cantractor shall promptly repori in writing to City any canflict, error, ambiguity, oz discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Warlc affected thereby. 2. Cont�actar s Review of Cant�act Documents During Pe�-fo�rriance of Work: If, during the performance af the Wark, Cantractor discovers any canflict, error, ambiguity, or discrepancy wit�in �1ie Contract Documents, or between the Contract Docu�nents and (a) any applicable Law or Regulation ,(b) any standard, specification, rnanual, or code, or {c} any instruction of any Supplier, then Contractor shall promptly report it ta City in writing. Confractor shalI not proceed with the Wark affected theeeby {except in an emergency as requir�d by Paragraph C1T'Y t7F FORT WaRTH Eagle Mountain & Westside WTl' BLD CO3V5TRLTCT[ON 5P�CiF'ICATIQN DOCUMENTS City PmjeeY No. 1�3335 DecemUer 242I O[172 00 G�N�RAL CO3VDITIONS Page 10 of G4 6.17.A) until an amendment or supplement to the Cont�aci Docu��nis h.as been issued by one af the methads indicated in Paragraph 3.04. 3. Cant�actor shall not be liable to City for failure to repori any conflict, error, arnl�iguity, or discz•epancy in the Gontract Documents unless Con�ractor had actual lcnpwledge th.ereof. B. Resolving Discrepancies: Excep� as may be other`,vise specifically stated ir� the Contract Documents, the provisions of the Contfact Docum�nts shall tal�e precedence in resolving any conflict, ei7•or, ambiguity, ar discx'epancy beiween the pravisions of ihe Contract Documents and the pzo�isions of any standard, specificaiion, manual, or �e instruction oi any Supplier (whether or not �pecifically incfliporated by reference in. the Cantract Documents}. 2. In case of dasc�epancies, figured climensions shall govern ov�r scaled dimensions, Plans shal] govern aver Specifications, Supplementary Candiiions shall ga�ern over General Conditions and Specifiicati�ns, and quantities shown on the Plans shall govarn over those sbown zn the p�oposal. 3.04 Amerading and Supplementing Contract Documents A, The Contract Documents may be am�ended io provide �or additions, deletions, and revisions in the Work or to modify t�e terms and conditions thereof by a Change Order. B. The requirernents of the Cnntract Documents may be supplemented, and minoz• varia�ans and deviation.s in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or mora of�h� following ways: 1. � Field Order; 2. City's review of a Submittal {subject to the provisions of Parag�aph 6.18.C); or 3. City's writien interpretation ar clarificatian. 3.05 Reuse of Documertts A. Contractor and any Su�contractor or Supplier shall nat: 1. haue or acquire a�y title ta or ownership rights in any of the Drawings, Specifications, or oiher documents {or copies of an� tl�ereo fl prepared by or bearing �e seal of Engineer, ineluding electronic media editions; or 2. reuse any sueh Drawings, Specifications, other documenfs, or capies thereof on extensions of the Project or any �other project witl�out written consent of City and specific written �erification or adaptation by En$ineer. CITY OF FORT WORTH BID CpNSTRiJCTION SP�CTFTCATIaN DOCUMENTS 17ecemher 2021 �aglc Mountain & Westside WTP City Project Na. I 03335 oa �a oa GENERA[, CQNBITTONS Fage 1 l afG4 B. The prohibitions of this Paragraph 3.05 will survi�v� finai payment, or termination of the Con�tact. Nothing herein shall preclude Contractar fi:onn retain.iug copies of the Coz�t�act Documents for record purposes. 3.Ob Electro�ic Data A. Unless othe��wise sta.ted in the �upplementary Conditians, the data furnished by City or Engineer ta Con�ractor, ar by Contractor to City ar Engin�eer, that may be relied upan are limited ta �lie printed copies included in the Contract Dacunnents {also known as hard capies) and other Specifications referenced and located on �he City's Buzzsaw site. Files in electranie media format of text, da�a., graphics, or other types are �urnis�ied only for the conven�ence of the xeceiving party. Any conclusion or inforn�ation obtained or derived from suc�i electronic files will be at the usex's sole risk. If there is a discrepancy betwe�n the electronic files and tbe hard copies, th� hard copies go�ern. B. When trax�sfe��Yng documents in electronic media format, the transferring party malzes no representations as to long term cornpatibiliiy, usability, or readability of docum�nfs resulting from the use o� software application pacicages, operating system�, or computer hardware differing fiom thase used by tlae data's creator. ARTICLE 4— AVAILASILITY OF LANllS; SUESURFACE ANll PHYS�CAL CONDITIONS; HAZARDOi1S ENVIRONMENTAL C4NDITIONS; REFERENCE P�INTS 4.01 Availability ofLands A. City sha.11 fui�ish the Site. City shall notify Contractor of any encumbranees or restrictions not of g�neral application but specificall�+ related io use of t�ae Site with which Contractor must camply in pez�orming the Work. City will obtain in a timely manner and pay far easements for p�rmanent structures o� permanent changes in existing �acilities. 1. 'The City has obta.ined or anticipates acq�isition of ax�d/or access to right of;way, andlor easements. Any autstanding right-of way and/ar easements are anticipated to be acquired in accordance with the schedtxle s�t forth in the Supplementary Conditions. The Project Schedu�e submit�ed hy the Contractor in accardance with th� Cantract Documents musi con�ider any outstanding right-af way, andlor easements. 2. The City has or anticipates removing and/or relocating u�ili�ies, and obst�'uction� to �he Site. Any outstariding rernaval or relocat�on of utilities or obstructions is anticipated in accoz'dance with the sch�dule set forth in the Supplementaiy Conditions. The Pxoject Schedule submitted by the Contracfor in aecordance with the Contraet Dacuments must eonsider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by athers. B. Upon reasoz�able written �eques�, City s�all fiuriish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is �a be performed. CITY OF FORT WORTH Eagle Mountair� & Westside WTP B1D CONSTRUCTIQN SPECI�'ICATION DOCUR+I�NTS Ciry Project No, 103335 DecemUe3• 2021 00 72 00 GEN�RAL COND [TIONS Page 12ofG4 4.02 4.03 C. Contractor sha1l provide for all additiQnal lands and access thereto that may be required for construction facilifies or storage of materials and equipment. Subsurfaee and Physical Conditions A. Re�a�ts cend D�awings; The Supplementary Conditions identify: 1. thos� reparts l�own to City of exploraiions and tests of subsurface canditions a� ar contiguous to ihe Site; and 2. t.hose drawings lrno�n to City of p�ysical canditians relating to existing s�.u•face ar subsurface structuzes at the Site (except Underground Facilities). B. L��azited Reliance b� Cont�c�etor on Technacal Daia A�tha�ized.• Contr-actor may rely upon the acciu•acy of the "technxcal data" cantained i� such reports and drawings, but such reports and drawings are not Can�'aet Documents. Such "technical data" is identified in �e Supplementary Canditaons. Con�i•actor may not mal{e any Co�tract Claizn against City, or any of their officers, directors, mernbers, paz�ers, employees, agents, eonsuliants, or subcontract�rs witk� �espect to: 1. the com�leteness o� such zeports and drawings far �ont�actor's purposes, inciuding, but not limited to, any aspects of the means, methods, teckur�i.ques, sequences, and proeedur�s of construction to be employed by Can�•actax, and safety precautions and programs ix�cident xhere�a; a� 2. other data, anierpreta.tions, opinions, and inforrnation contained in such repoi�ts or• shown or indica.ted in such drawings; or 3. any Contracior interpxetation of ar coz�clusion drawn from any "technical data" or any such otti�r tla�a, intexpretatians, opinion�, or informatior�. Differing Subsurf'ace or Physical Cona�itions A. Notice: IF Contractor believes that a�y suhsurfac� ar physical condition thai is uncovered or revealed either: 1. is of such a nature as to establish that any "tecY�nical data" on which Coniractor is entxtled to rely as provzded in Paragraph 4.02 i� materially inaccurate; or 2. is af suc�i a nature as to reqture a change in the Conte'act Docuzxzents; or 3, di�'ers materially froin that shown or indicated in �he Contract Dac�ments; or 4. is of an unusual nature, and di�'%rs materially fram eonditions ardinaril�r encountered and generally recognized as inherent in worlc of the character provided for in the Coniract Dacuments; CITY OF FORT WORTH Ea�le Mountain & Westside WTP BID CONSTRUCTIpN SPECIFICATION DOCUMENTS CiLy Project Ala. 103335 Decemher 2021 oa �2 ao GE3�l�RAL CONDITTONS Page 13 af G4 �hen Cantractor shall, promptly after becoming awaxe tliereof and befor� further disturhing the subsurface or playsical canditians or perfa�'ming any Worlc in connection thezewith (except in an emergency as requued by Paragraph 6.17.A], notify City in writing abaut such condition. B. Poss�hle Price and Tinae Adjus�ments Cont�'actor sball not be entitled to any adjustment in the Contract Price or Contract Tirr�e if: 1. Coniractor I�ew of the existence of such conditions at the time Contracto�- made a fmal cammitment to City with respect ta Contract Price and Contract Time by the subnlission of a Biti nr becoming b�ux�d under a negotiated cont�act; or 2. the existence of such condition could reasanahly have been discovered or revealed as a result of the examination o�'the Contract Documents or the Site; or 3. Contxacto� failed to give the writ�en notice as required by Paragraph 4.03.A,. 4.44 Underground Facilities A. Shawn a� Indiccrted: The information and data shown or indicat�d in the Contract Documents with respect to e�isting Unc�erground Facilities at or contiguous to �lie Site is based on infoi�nation and data furnished to City or Engineer by the owners of such �L]�nderground Facilities, incluci�ng City, ar by others. Unless it is otherwise expressly p:ravided in the Supplementary Conditinns: 1. City and Engineer shall not be respan�ible for the accuracy or completeness of any such infarmation or data provided hy others; and 2. the cost of all of the follawing will be included in the Contract Price, and Contractor shall have fiill responsibility for: a. reviewing and checl�g alI such infortnation and data; b. locating a�I Underground Faciliiies shawz� or indicated in the Contract DocuTnents; c. coorc�inatian and adjushnent of the Work with the owners af s�uch Unc�erground Facilities, including City, during cons#��uc�ion; and c�. the safety and protectian of all such Undexgt�o�rad Facilities and repairing any damage ihereto resulting fram the Work. B. Nai Shawra ar �ndieated.• 1. If an Underground Facility wka�cla canflicts with the Wark is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documenfis, Contractor shall, pramptly after becoming aware thereof and befare fizrther disturbing conditions affecte�. the�-eby or perfor�ning a.ny CI'I`Y OT FORT WORTH Eagle Mounfain & Wesfside WTP BID CO3�ISTRUCTION SPEC�'[CAT10N DOCUIv1ENTS CiEy Project No. 103335 becember 2021 aa �z o0 GENERAL CONDIT10N5 Pag� l4 of G4 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City, Ciiy wi11 xeview tkie disco�ered Underground Facility and determine the extent, if any, to which a change may be required in the Cantract Docuznents to reflect and doeum�ni the consequences a� tl�e e�zstence or location of th� Undei•ground Faciliry. Contaactor shall be responsible f�r the safaty and protection of such discavered Underground Faciliry. 4.Q5 2. If City eoncludes that a cha�g� in the Contract Documents is required, a Change Order may be rssued to i•eflect and documen.t such consequences. 3. Veri�'tcation o� existing u.tiilities, struchues, and ser�ice lines shall include notification of all utility companies a minimum of 48 hours in adt�anee of construction includin� exploratoty excavation if necessaty. Refere�ce Points A. City shall provide engineering surveys tn establish reference points �'or cansiruction, which in City's judgme�t �e necessary to enable Contractor to pr�oceed with the 'Warlc. City will provide conshuction stakes ar nther custoznaty method of marlcing ta establish line and gxades fax roadway az�d utility cansfrizction, centerlines and benchmarlcs �or bridgework. Contractor shall pzotect and preseive ihe established reference poi.z�ts az�d property monuments, and shall rnal�e no changes or relacatzons. Can.tractor shall report to City whenever any reference point or property monw�nent is lost or de�t�oyed or requires relocatian because of necessary changes in grades or locations. ThE City shall be responsible for the repiacement or relocation a�' re£erez�ce poin�s ar property manuments not earelessly or willfully destroyed by the Cantractar. The Contractor shal] notify City in advance and witb sufficient ti�e to avoid dela.ys. B. Whenever, in the opinion o� the Ciry, any reference point or monument has been carelessly or willfiiIly desiroyed, dishubed, or removed by the Cantractor o� any af }�is eznplayees, the full cost for replacing such points ptus 25% will be charged against the Cont7-actor, and the fixll amount will be d�ducted from payr.n.ent c�ue the Coniractor. 4.06 Haza�d�us Environmenial Condition at Site A. Reports and Drawings: T�e Supplementary Conditions identify �hose reports and drawings laiawn to City relating to Hazardous Envirorirnental Conditzons tl�at ha�e been identzfied at the Site. B. Lirn.ited Reliance by Contr�actor on Technical Data fluthorized: Contractox may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are noi Contract Docunaents. Such "technical data" is identif'red in the Supplementary Conditions. Contractor may not maice any Contract Clairn against City, or any of their officers, directors, members, partners, employees, agent5, consultant�, or subcontractors with respect to: 1. the complet�ness af such re�orts a�nd drawings for Cont�actor's purposcs, including, but �ot linuted to, an.y aspects of the means, methods, t�chniques, sequen.ces and procedures of CITY OF PORT WORTH Eagle I�ilounrain 8c Westside WTP BID CONSTRiICTIOAI SPECIFfCAT10N DOCUMENTS City PrajecY Na. 103335 Dacember 2621 OD 72 00 GENEIiAL CONDITIDNS Page 15 af 64 const�-uction to be employed by Contractor and saf�ty preeautians and programs incidenfi thez-eto; or 2. other data, intezpzetations, opinions and information contained in such reparts or shown or indieated in such drawings; or 3. any Contractot interpretation of ot conclusion dra�vn f'om anq "technical data" or any such other data, interpretations, apinions ar information. C. Contracto� shall nat be responsible for any Hazardous Enviro�nmental Candition uncovered or revealed at the Site which was nat shown or indicated in Drawings ox Speci�cations or ident�fied in the Contract Doeurnents to be within the scope of the Work. Cont�•actor sha11 be responsible for a Hazardaus Environmenial Condition created with an� materials brought to the Siie by Contracto�-, �ubcontractors, Su�pliers, or aiayane else for whom Coniractor is responsible. D. If Contaacto� encounters a Hazardous Environmental Condition flr if Contractar or anyone for whorn Contractor is responsible creates a Hazardaus Environmental Conclition, Cantractor shall irnmediately: (i) secure or otherwise isolate such condifion; (ii) stop all Wark in connection with such condition and in any area affecfied ther�by (except in an emergez�cy as requir�d by Paragraph 6.17.A); and (iu) no�ify City (and promptly tl�ereafter confirm such notice in wt7ting). City may consider t1�e n�cessity to reta.in a qualified expert to evaluate such candition or take co�xective ac�ian, if any. E. Con�ractor sha11 not be required to r�sume Work in connection with such co�dition or in any a�'ected area until after City has abtained any required pertnits related thereto and delivered written noiice to Cont�actor; (i} specifying that such condition az�d any affected area is or has �een rendered suitahle for ihe resumption of Wark; or (ii} specifying any special condihons under which such Woar� may he resumed. F. If after receipt of such written natice Can�ractor does not agree to resume such Work bas�d on a reasonable b�Iief it is unsafe, or does not agree io resum� suck Wark under such special conditians, then City may order the partian of the Work that is in the area affeeted by such conditian to be deleted from the 'V�l'ork. City zxkay have such deleted porti+on of the Work performed by City's own forces ar otk�ers. G. To the fullest exte�at pe�mitied by La�ys and Regula�ions, Cor�tracto� shall i�ademnify and hald ha�-mless City, from and against all claims, co�ts, losse;s, and damc�ges (including b��t raot lirraited ta all fees arad charge�s of enginee�s, crrchitects, attorneys, and other pr�ofessionals and all cour�t ar carbit�atian or oihe� dispute �esalution costs) a�ising out of or relating to a Haza�dous EnviYonmental Ca�adition created by Contractor or by anyone for whorn Contraciar is responsible. Nothang in this Par�agraph 4.Ob.G �hall obligate Contractor ta indemnify any zndividual ar enti�y frorn and against the corasequences of that individual's ar entiiy's ow� negligence. H. The provisions of Pax�graphs 4A2, 4.03, and 4.Q4 do not apply to a Hazardous Environrnental Condition uncovered or revealed at the Site. C1TY �F FORT WORTH B!D CpNSTItUCTIaN SPECIFICATION IJOC[JMENTS Decemher 2021 Eagle Mountain Ri Westside WTP City Project No. 103335 ao 72 aa GEIV�IRAL COND [TIONS Page 1 G of G4 AR'�'ICLL � — BUNDS AND INSURANCE 5.01 Licensed Sureties and Insu�eYs 5. d2 5.03 All bands and insurazxce zequired by the Contract Documents to b� purchased and maintained by Cont�•actar sha11 be obtained from surety ar insurance companies that are duly licensed or authorized in �e State of Texas ta issue bonds ox� insurance policies for the limits and coverages so requ�red. Such surery ax�.d insurance companies shall also meet such additional requirements and qualifications as may be provided in th� Supplementazy Conditians. Per�f'a�mance, Payment, and Maintenance Bands A. Con�-actor sha11 furnish perfflrmance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Con�xact Price as security for the faithful p�rf`orrnance a.nd payzx�ez�t of all of Contractor's obliga�ions under the Contract Documents. B. Canhactoz shall furnish maintenance bonds in an amount equal to the Contra�ct P�ice as security to protect the City against any deF�cts in any partion of tk�e Work described in the Contract Documents. Maintenance bancls shall remain in effect for two (2) years after the d�te of Fi��al Acceptance by the City. C. All bonds sha11 be in the form prescribed by ihe Con�ract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list af "Companies Holding Certificates of Authority as Acceptable Sureties on Fedexal Bonds and as Acceptable Reinsuring Cornpanies" as published in Cir•cular 570 {amended) by the Financial Manage�nent Setvice, Surety Band Branch, '[T.S. Departcnent of the Treasury. A11 bands signed by an agent or attorney-in-fact must be accompazaied by a sealed and dated power of attorney which shall show that it is e�£ective on. the date the ageni or attorney-in-fact signed each bnnd. D. If tb� surety on a.ny bond f-u�r�nished by Contractor is declared banlcrupt or becomes insalvenfi or its right to do business is terminated in the State of TexaS ar it ceases to meet the requirement� of Paragraph 5.02.C, Contractor shall prozz�ptly notify City and shall, within 30 days after the �v�nt giving �ise to such notification, provide another bond and surety, bath of which shall comply with the requirements ofParagra�l�s 5.01 and 5.02.C. Ce�tificates af I�xsurance Contractor shall dcliver to City, with copies to each additional insured and lass payee identifi�d in the Supplementary Conditians, cert.ificates of insurance (and other evidence of insurance requ�ested by City or any other additional insured) wl�ich Contractar is required to purchase and maintain. 1. The certi�'icat� of insurance shall documen� the City, and all identified entities narned in the Supplerraenta.ry Contiitions as "Additional Tnsured" on all liability policies. CITY �F FORT WORTH Eagle Mauntain & Westside W'I'P BID CONBTRiICTION ST'�,CTFICATION DOCUMEA7TS Ciry Project Na, 1D3335 Deceinber 2021 QO 72 fl0 G�NERAL C(�ND�TIONS Page i7 of fi4 2. The Contractar's general liability insurance shall include a, "p�r projeet" or "per location", endox-semen:t, which shall b� identified in the certificate of insurance pra�ided to the City. 3. The ce��ificate sha11 be signed by an agent authorized to bind coverage an behal�' of the insured, be complete in its entirety, and shaw cnmplete insurance cart-ier names as listed in the ciurent A.M. Best Property & Casualty Gui�e 4. The insurers for all policies must be licensed and/ar appi•oved to do business in the State �f Texas. E�cept �'ar workers' cornpensaiion, all insurers must have a minimum rating of A-: VII in ihe cui�rent A. M. Best Key Rating Guid� or have reasonably equivalent fmancial stre�gth and solvency to the satisfaction of Risk Management. If' the rating is belouw that required, written approval of City is required. S. All applicahle policies shall include a Waive� af Subrogation (Rights of Recovery) in favor of the City. In addition, fihe Contractor agrees to waive all rights of subrogatian against the Engineer (if applicable), and each additionaX insured identified in ihe Supplementa�y Conditions 6. Failure of the City to demand such certificates or o�her evidence of full compliance vc�ith the insurance require�ents or failure of the City to identify a deficiency fram evidence that is provided shall nat be constxued as a waiver of Contractor's obligaiion to maintain such lines of iu�suranee co�+erage. 7. If insurance policzes are not written for sp�cified coverage limits, a� Umbrella or Exc�ss Liability insurance for any di�ferences is required. Excess Liability shall follow form o£ the primar3r coverage. 8. Unless otherwise stated, all required insurance shall be written vn ihe "occu�rrence basis". If coverage is underr-vritten on a claims-made basis, the retxaactive date shall be coincident with or prior to the date of the effectave date af the agreement and ihe certificate of insurance shall state �at �.he coverage is claims-made and th� retroact�ve date. The insurance co�erage shall be triaint,�ined for the duration a:f the Contract aud for three (3} years fallowi.ng Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusians by enc€orsernents, which, neither nullify or arnend, the requi.�'ed lines of caverage, nor deer�a�e the lirx�its af said coverage unless such endorsements are approved in writing ia� the City. In th� event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additionaI insurance coverage, and the Cifiy desires the cantractorlengineer to obiain such ca�erage, the contract price sha11 be adjusted by the cost of the premium %r such additiona� coverage plus 10%. 10. Any self insured retention (SIR), in exeess of $25,000.04, affecting required insurance coverage shall be approved by the C�ty in regards �o asset value and stockholders' equi#y. In CITY OF FORT WOItTH Bi[7 CONSTRUCTTON SPECIFICATION DOC:i.1MENTS December 2U21 Fzgle Mountain & Westside WTP Ci.ty Praject No. 103335 pp 72 00 GENERAL CONI]TTTOT�! 5 Page l8 of 64 lieu of traditianal insurance, alternative c�verage ma.intained thz-ougb rnsurance pools or rislc retention groups, rnust also be approved hy City. 11. Any deductible in excess o� $5,004.aQ, iar any policy that doe� not provide coverage on a �'u•st-dollar basis, z�rzust be acceptabie to and appra�ed by the City. 12. City, at its sale discretion, reserves the right to revi�w the insurance r-equiremerzts and to make teasonabl� adjustments ta insurance coverage's and their limits when d�emed necessaiy and pzudent by the City based upon chan�;es in statutory law, court decision �r tk�e cla.ims history of the indusiry as well as of the contractiz�g parry to the City. The City shall be r�q�ired to pravide pzior natice of 90 days, and the insurance adjustments sha�l be incQzporated into the Work by Change Order. 13. City shall be entitled, upon written requesi and witllout expense, to zeceive copies of policies and endars�rnents thereto and may znake any reasonable requests for dele�ion or revision or mod'zfications of pa�rt�icular policy terms, con�itions, limitarions, or exclusinns necessary to confo�� the policy a�d endorsements to the requir�ments of the Cont�•act. DeFetions, revisians, ar modifications shall not be required where policy provisions are established by law ar iegulations binding upon �ither party or the ux�dez-writ�r on any such policies. 14. City shall not be responsible for the direct payzxaent af insurance premium costs for Coni�•actor's insurance. 5.04 Contraetor's Irtsur�nce A. Workers Compensation arad Ernployers' Liability. Coniractor shall purchase and maintain such iz�s�.u•ance coverage wiih limits consistent with statutory benefits outlined in tne Texas Workers' Compensation Act {Texas Labor Code, Ch. 406, as amended}, and minimum lirnits for Employexs' Liability a� is appropriate for the Work being performed and as will provide protection from clairns set fortt� below which may arise out of or result from Contractor's per£armance of tUe Work and Contractar's other obligatians under �lie Contract Dacuments, whet�ier it is to be performed by Contractor, any Subcontractar ar Supplier, or by anyone directly ar indir�c�ly employed by any o£ tlnezr� to perform any of the Wark, ar by anyone far whose acts any o� them rnay be liable: 1. claims under warlcers' compensation, disability benefits, an.d other similar employee benefit acts; 2. claims for datnages laecaltse of bociily injury, occupational sickness or disease, or death of Contractor's employees. B. Comme�cial Geraeral Liabilfty. Coverage shall include but not be limited to covering liability (bodily injury or property datnage) az�ising fram: premisesloperations, indep�nd�nt contractors, products/completed operat�ans, personal injury, and Iiability under an insured contract. Insurance shall bc pravided on an accurrence basis, a�d as comprehensive as the current Insuxance Services Office (IS�) policy. This insurance shail apply as primary insurance with xespect to any other CITY OP' FORT W�RTH Eagle Mouniain & W�stside WTP $Il7 CONSTRUGTION SPECIF[GATIOI� D�CUMEI�ITS City Project Na 103335 December 2021 00 �2 no GENERAL CONDITIONS Page 19 of64 insurance or self-insurance p�ragirarns afforded ta the City. The Commercial General Liability poiicy, shall have no exclusions by endorsements �hat would alter of z�ullify premises/opera�ions, products/completed opera�ions, cantractual, p�rsonal injury, vr advertising injury, which are mozmally con�ained with �e policy, unless t�he City approves such exclusions in writir�g. For cons�iuction. pzojecis that pres�nt a substantial completed operatian expasur�, the Ciiy may req�ire the cont�actor to maintain campleted operationa coverage for a�ninimum of no less than three (3) years following the completian of the project (if identified i� the Supplementa�y Conditior�s). C. Aa�tpmobile Liability. A commercial business auto policy shall provide caverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity iaz- claims for damages because bodily injuty or death of any person a-�d or prop�rt� damage arising out of ihe wozk, main�enance or use o£ any mator vehicl� by the Cantractor, any Subcontractor or Supplier, or by anyone duectly or indirectly emplayed by az�y of them tfl perform any of the Worle, o� by anyor�e for whose acts any of them may b� liable. D. Railroad P�otective Liabiiity. If any Qf the vcTork or any warranty wor% is withz:n the �imits af railroad right-of way, the Cont�actor shall comply witk� tkie requi�ements identified in the �upplementaYy Conditions. E. Notifictttian of Policy Caracellation: Contractor shall immediately notify City upon cancellation or other Ioss of insux-a�ce caverage. Contractor shail stop work until replacement insurance has been pzocured. There shall be no time credat for days not worked pursuant to this section. 5.05 Acceptarace of Bands r�rrd Insu�ance; Option to Replace Tf City has axsy abjection to the coverage affordec� by or other provisio�s oi tile bonds or ins�arance required to be purchased and maintair�ed by the Confractor in accordance with Article 5 on the basis of non-conformarace with the Contract Documents, the City sha11 so notify the Contractar in writing witl�in 10 Business Days after receipt af the certificates (or other evidence requested). Cantractor shall provide to tlae City such additional ir�format�on in respect of insurance provid�d as the City may reasonably request. Tf Contxactor does not purcha�� or maintain all of ihe bonds and insurance required by the Con.tract Doc�unents, the City sha11 noiify t�e Contractor in writing of such failure prior ta the stark of the Work, or of such failure to maintain prior to any change in the xequired cov�rage. ARTICLE b — CONTRACTOR'S RESPONSIBII,IT�ES 6.01 Supe�vision and S�per�intende�ce A. Cor�tracto� shall supervise, inspect, and direct t�e Worlc co�npetently and efficiently, devo�ing such at�en�ion thereta and applying such skills and expertise as may be neeessary to perform the Work in accordance with the Contract Docuznents. Contractor shall be solely responsible for the rneans, methods, techn.iques, sequenc�s, and procedures of construction. CITY OF FORT WORTH BiD COTSSTRUCT[ON SPECIFICA�CION DQCCIML�NT9 T)ecemher 2021 �agle Mountain & Westside WTP Ciiy Project No. 1Q3335 0o rz ao GENERAL COND[TIONS Page 20 of G4 B. At all times during the progress of the VJork�, Contractor sha11 assign a competent, English- speal�ing, Superintendent who shall nat be replaced without written no�ic� tn Ciry. The Supei�tendent wiI1 be Contractor's r�presentative at the Site and shall have authority to act on hebalf of Conh•acto�-. AII ca�amunication given to or received from the Superintendeni shall be binding on Contractor. C. Contractor shall not�fy the City 24 k�ours prior to moving areas du�-ing the sequence of const�-uction. b.02 Labo�'; Worl�ing Hou�s A. Cn�tractor shall pzovide competent, suitably qualified personnel to perform const�-uction as required by the Contract Dacuments. Cont�•actar shall at all times main�airx goad discipline and ordei• at the Site. B. Except as othe�-wise required for tk�e safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as oth�n7vis� stated in �e Coni�act Docunnent�, alI VSlox-� at the �ite shatl be per�ormed during Regulaz� Woarl�ing Hoiars. Contractar will not permit ihe pezformance of Work beyond Regular Working Hou�s or for Weeksnd Worl�i�g Haut's without Ciiy's written consent (which wi11 not be unreasanably witbheid}. Written request (by letter or elect�•onic c�mmunication) io perform Work; 1. �or beyond Regular Working Hours request must be made by noon a� least two (2} Business Days prior 2. for- VVeel{end Worlcing Hours r�qu�s� must be made 6y naon of ihe preceding Thursday 3. far legal holidays requesi must be made by noon twQ Busin�ss Days prior to the Iegal holiday. b.03 Services, Mate�ials, and Equiprrtent A. Unless otherwise specified in the Coniract Documents, Contractar shall provide and assume fixll responsibility for aIl services, rnaterials, equipmer�t,labor, transportatian, constzuction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilit�es, and a11 other faciiities and incidentals necessary for the pez-£onnaz�ce, Cant�'aetor required testing, start-up, and corzipletion of the Worlc. B. All materiais and equip�xzent incorporated int� the Work shall bc; as specified or, if not speci�"ted, shall be of good quality and new, except �s oih�rwise pra�ided in the Cantract Docuznents. All sp�cial warraniies and guarantees requi�ed by the Specifications sha11 expressly run to the benefit of City. If required by City, Cont�actar shall furnish satisfactofy evidence (including reports af required te�ts} as �o the s4urce, kind, and quality oi rr�ater�als and equipment. CITY OF FORT WOIiTH SID CONSTRUCTION SPECIF'TCATTDN bOCUMBNTS December 2021 Eagle Maunkain & Westside WTP City Pirojeet No. [03335 oa 7a o0 GENERAL CONDITIOIVS Page 21 of G4 C. All materials and equipment �o be inco�porated into the Work shaIl be stored, applied, in.stalled, connected, ezected, protected, used, cleaned, and conditioned in accardazice with instructions of the applieable Supplier, except as otk�erwise rnay be provided in tlie Cvntract Docum.ents. D. AIl items of standard equipment to �e incozpora�ed into the Work shall be the latest model at t�►e time of bid, unless othex-wise specified. 6.04 P�ojcct Schedule A. Cant�actor shall acihere ta the Pro�ect Scl�edule establish�d in accordance with Pazagraph 2.07 and the General Requirement� as it inay be adjusted from time to tin�e as provided below. Contractor sha11 subm.it to City for acc�ptance (tfl tha extent indicated in Paxagraph 2.Q7 and the General Requirernents) proposed adjustments in the Praject Schedule that will not resulf in changing the Contract Tixne. Such adjustments will co�nply with any provisions of the Ge�eral Requirements applicable thereto. 2. Contractar shall submit to City a rnonthly Project Schedule with a mon.tk�l.y progress payment for the duz'ation of the Contract in accoardance wi�h the schedule specification O1 32 1 b. 3. P�-opased adjushnents in the Project Sched�.le tb.at wiil charage the Contract Time sha11 be submitted in accordance with �he requirements of .Article 12. Adjustments zn Cantract Tim� may only be rnade by a Change �rder. 6.05 Sub.�tituies and "�r-Equals" A, Whenever an item of material or equipment is specified or described in the Coz�tract Documents by using the name of a proprieta�y iiem or tk�e nartne af a particular Supplier, the specificatian ox description �s intended ta esta:blish t1�e type, function, appearance, and quality required. Unless the specificatiion or descri�iion contains or is followed by �rords reading that no like, equivalent, or "or-equal" item or r�o substitution is permitted, other items of material or equipment of other Suppliers may be subrnitted to City for review undex the circumstances described below. "Or-Equal" Item.r: If in City's sole discretion an itezxz of material or equipment proposed by Contractor is functionally equal to tl�at name,d and sufficiently si.milar so that no change in related Work will be required, it may be considered by City as an "ar-equal" item, in which case review and approval �f the proposed item may, in City's sole discretion, be accomplished without compliance with some ar all of the requi.rements for approval of proposed substitute items. Far tl�e purposes of this Paragraph b.OS.A.I, a proposed rtem of material or equipmeni will be considered functionally equal ta an item so narned if: a. the City detemnines that: 1} it is at least equal in materials af const�uction, quality, durabiiity, appearance, strength, and design characteristics; CITY OI' FORT WORTH Eagie Mountain & Westside WTP BID CQNSTRilCTION SP�CIFICATION IaOCUMENTS City Pinjeet No. I03335 December 2a2 i Ob 72 00 G�N�RAL CONDITI�NS Page 22 of G4 �.) it will reliahiy pez-forrn. at least equally well the function and achieve the results imposed by the design concept of the completed Prpject �s a�unciioning whale; and 3) it has a praven record of performance and a�vailability of tesponsiee se�vice; and b. Contractor certifes that, if appro�ed and incoiporated into the Wozk: I) thex•e will be no increase in cost ta the City or ir�crease in Contract Time; and 2) zt �vz1l confarm substantially to the detailed require�e�ts af the ite� n.a�ned in the Cont��act Documents. 2. Substiiu�e Items: a. if in City's sole discretian an item of material or equipmeni proposed by Cont�•aetor does nat qualify as an "or-equal" item under Paragraph 6.OS.A.1, it may be submitted as a proposed substitute item. h. Cont�•actor shall submit auf'ficient infoz-imation as provided belaw to allow City to dete��nine i� tkae item of material or equipment proposed is �ssen�ially equivalent to tk�at named and an acceptable substitute ther�for. iZequests for review af proposed subs�itute items of matei�ial or equipmexat v�ill not be accep�ed by City fi•om anyone other tElan Contt•actor. c. Contractai• shall make written applieation to City for �•evie� o�F a proposed substitute item of material ar equipment that Cantractax seeks to furnish or use. The applieation shall comply with Section 0� 25 00 and: 1) shall certify that the proposed substitute item will_ a) perfc�rm adequately tbe functions and achieve the xesults called for by the general design; b) be similar in substance to tka.at specified; c) be suxted to the same use as that speci�ied; and 2) wi�I] state: a) the extent, if any, to which t1�e use of the propnsed substitute item will prejudice Cont�actor's achievement of final co��pletion on time; b) whether use af the proposed substitute iiem in the Work wi11 require a chang� in any of th� Contract Documents {or in the pravisions of any oiher direct contract with City for ofller warlc an tl�e Praject) to adapt the design io the proposed substitute item; GITX OF FORT WORTH �a�le Mountain & VJestside WTP BID C�NSTRUCTIDN SPECIFICA'I'IOA! bOC[TfvTENTS City Pibsect IQo, 1 D333S Aecember 2021 ao �z o0 G�N�RAL COAInITIOT35 Page 23 ofG4 c) whether incorporation or use of th.e proposed substitute item in connection with the 'Work is subject to payment of any license fee or royalty; and 3) wil� identafy: a} all variations of the proposed substitute item from that specified; b) available engu�eering, sales, maintenance, repair, and replacement services; and 4) sha11 eontain an itemized estimate of al1 costs or credits that will resuit directiy or iuduectly from use of such substitute item, including costs of redesign aan.d Damage Claims of other eontractars a�'ected by any resulting change. B. S�bstaiute Canstructfdrt Methods or P�oced�c�es: If a specific means, method, t�chnique, sequenee, ar proceduz•e of const��uction is expressly required by the Coniract Documents, Contraetor may furnish ar utilize a subsfitute means, method, �echnique, sequez�ce, or procedure af consiructian approved by City. Contractor shall submit suff cient inf�rmation io allow City, in City's sale discretion, to determine that tk�e substitute proposed is equivaleni io that expressly called for by the Contxact Dacuments. Gontractor sha11 xnake writ�en application to City fox- review xn tl�e same manner as thase provzded in Paragraph 6.OS.A.2. C. City's Evaluc�tion: City will be allowed a reasanable time within which to evaluate each proposal or submittal made pwrsuant to Paragraphs 5.05.A and b.OS.B. City Ynay require Cont�actox ta furnish additional data about the proposed substitute. City will be the sale judge of acceptability. No "or-equal" ar substitute vvill l�e ordered, installed o� ut�lized until City's review is complete, which will ba evidenced by a Chata.ge Order in the case of a substitute and an accepted �ubmittal for an. "ox-equal." City will advise Contractox iu� writing of iis determination. D. Special Cru�rantee: City may require Contractor to furnish at Contractor's axpense a special perFormance guara�tee, warranty, or other surety w�iti� respect to any sub5titute. Cantractor �hall indenanify and hold harrraless City and a��Zone directly oY indirectly emplayed �i� them fr�or3a an�' agains� any �nd all cl�ims, da�raages, losses and e.xpenses (including c�ttorneys fees) arising out of the use of substituted materials o� eguipment. E. Ciry's Co.�t Reimburserner�t: Cit}� will record City's costs in e�raluaiing a substitute proposed �r submitted by Coniractor pursuant ta Paxagraphs 6.05.A.2 and 6.05.B. Whet�ez ar not City approves a substitute so praposed or submitted by Contx�actor, Contractor may be required to z�eimburse City for evaluating each sucb propased substitute. Contractor may alsa be required to reimburse City for the charg�s for rnaking changes in. the Cantract Documents {or in the provisions of any o�er direct coniract with City} resulting from the acceptance of each proposed substitute. F. Coratractor's Expense: Contractor shall provide al1 data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY RF PQRT WORTH BII� CONSTRUCTIO�V 3PECIE'TCATION DOCUMENTS December 2021 Eagle Mauntain & Westside VJTP City Project No. 103335 an �z ao GENERAL CONbITIONS Page 24 aF64 . 1: G. City Substitute Reambu�sement: Costs {savings ar charg�s) attributable to acceptance o�' a substitute shall be incoiporaied to the Con�ract by Change Order. H. Time Extensio�as: No additional time �ill be granted far substitut�ons. Concerning Subcontractors, 5upplier�s, and Others A. Coni�actor sha11 perfoi�rn with his own organizatian, work of a value not less than 3�% of the value embraced on the Cantract, unless otherwise approved by the City. B. Contractor skall not emplay an.� Subcontractor, Supplier, or other individual or entiry, wklether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to fiu�zisk� oz pei�oxm az�y of the Work against wharri Con�tactor has reasonat�le objectian (excluding those accepta.hle io City as indicated in Paragraph 6.06.C). C. The City may fiom time to time require ilae use of certain �ubcontractors, Suppliers, or othe�• individuals oa' entities on the project, and will provide such requireme�ts in the Supplementary Conditians. D. ll�inority Busi�ess Enterpri,se Cornplic�nce: It is City policy to ensure the full and equitable part�cipation by Minoz�ty Business E�terprises (MBE) in t11� prflcurement of goods and services on a cont�actual basis. If the Conl;ract Dncuments provide for a MBE goal, Contractor is required to comply with the inteni n� the City's MBE Ordinance (as amended) by th� following: 1. �ontractor shall, upon request by City, provide complete and accurate infarmation regardang actua.l worlc pei-formed by a MBE on the Contract and payment iherefor. 2. Contractor wi11 not make additions, delet'rons, or substitutions of aceepted MBE without written consent of the City, Any unjusti�ied change or deletion shall be a anaterial breach of Cantract at�d may resuli in debarrnent in accordance witb the procedures outiined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit andlor exarnination of any books, records, or fiies i��. the possession of the Contractor �at will substantiate the actual work performed by an MBE, Ma�erial mi�representa�ion of any nature will be grounds fpr ternunation of the Contract in accordance with Paragraph 15.02.A. Any such. misrepresentation may be grounds for disqualification of Contractar to bid on future contracts with the City fox a pexiad of not less than three years. E. Contractor shaIl �e fully responsible to City for all acts and ornissians of the 5ubcontractors, Suppliers, and ather individuals or entities per�orming or fu.rnishing any af the Worl� jus� as Contractor is responsibl� �or Contractoz-'s own acts and omissions. Nothing in the Cont�-act Dacuments: CITY OF FORT WORTH Eagle MQuntain & Wes#side WTP BID C�NSTRUCTI03�T SPECIFICA'l'IQN DDC�.IMCN'P5 City Project No. L03335 Dacembcr 2U21 00 �a o0 G�NERAL CONDITIONS Page 25 of 64 b.07 1. sha11 create for the benefit of any such Subcont�actor, Supplier, or other individua� or entity azty contractual relationship between City and any such Subcontrac�or, Supplier or other individual or entiry; nor 2. shall create any abligation on the part of City to pay or to see ta the payment of any moneys due any such Subeont�•acior, Supplier, or other individual or eniity except as may otherwise be requu•ed by Laws and Regulations. F. Cont�actor shal! be solely responsible for scheduling and coardinatin� the Wark o� �ubcontractors, Suppliers, and o�er individuals ar ennties performing or fuix�zshing any of the Wozk under a direct or indirect con.hact with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities perfaz�ming or furnishing any of the VVork sha11 communicafe with City through Conlxactor. H. A�1 Wark perfortned for Contractor by a Subcontractar or ��pplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Suppliex ua'luch specii'ically binds the Subcont�-actar or Su}�plier to the applieable terms and canditions of the Contract Documenis for the benefit o� City. Wage Rdies A. Duty to pay Prevailing Wage Rates. Tl�e Contractor s�all comply with all requirements of Chapter 2258, Texas Government Code (as axraended), including the payment of not less ihan the rates d�teY�nined by the Czty Cauncil of the City af Fart Wort� to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in �hese Coniract Dacum�nts. B. Penalty far Vialation. A Contr'actar or any �ubcont�actor who does not pay the p�'evailing wage shall, upon demand made by �e City, pay to the City $60 for each worker employed for eaeh calendar day or part of �he day that tlie worker is paid Iess tha� the preva.iling wage rates stipulat�d in these contz-act docurnents. This penalty shall be rctained by the City to oicfs�t its admini.stra�ive costs, pursuant to Texas Gavernment Code 2258.023. C. Cnmplaints of Yiolataans and CiZy Determination of Ga�d Cause. On receipt of information, including a complaint by a worker, concerning ati alleged violation af 2258.023, Texas Government Code, by a Contractor or Subcontractor, ihe City shall make an initial deterrn.ina�ion, before the 31 st day after the date the City receives the i�formatiax�, as to wheikxer good cause exi5ts to believe that ihe violation accurred. The City shall notify in writing the Contractor or Subcontractor and any a.f�ected worker of its initial dete�rnination. Upon the City's d�ternvnation fihat there is good cause to be�ieve ih� Contractor or Subcontractor has violated Ch.apter 2258, the City shall retain the full amounts claimed by Che clairnant or claimants as the difference bet�reen wages paid and wages due under the prevail'tng wage rates, such amounts being subtracted from successive pragres� payments pending a final deternlination of the violation. CITY OP FORT WORTH Eagle Mountain & Westside WTP BID C{�I�ISTRL]CTION SPECTFICATIpN bOCUMENTS City P�nject No. 103335 DecemUer 2Q21 Ob 72 00 GENERAL CONDITIOI�f S Page 2G of 64 D. Ar�itration Required if Violatinn Not Resalved. An isaue relating to an alleged violation of Section 2258.023, Texas Go�vernme�t Code, including a penal�y owed ta the City ar an affected worlcer, sha11 be submitted to binding arbitratian in accardax�ce with the Texas Gen�i•al Arbi�•ation Act {Arlicle 224 et seq., Revised Statutes) if the Cont�•actor or 5ubcont�actax a�zd any affected worlcer does not resalve the issue by agreem�nt before tl�e 1Sth day after the date the City makes its znii�ial determination pursuant to Paragz•aph C above, If the persons required to azbitrate under this section do nat agree on an arbitrator befare the l lth day after the date that arbitration is required, a district cozu�t shaIl appoint an arbitrator an ihe peiition of ariy of fhe persans. The City is not a pariy in the aal�itraiion. The decision and award of the arbitrator is final ar�d binding on all par�ies arad may be enforced in any court af campetent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a periad of three {3) yea�•s following the date of acceptance of' t.he work, mainiain records that show (i) the naxne and occupation of each worker emplayed by the Contracior in the co�truction af the Work provided for in this Contz•act; and (ii) the actual per diem wages paid to each warlcer. The recor�.s shall be open at all reasonable hours for inspection by the City. The pro�visions of Paragraph b.23, Righi to Audit, sha11 pertain to this inspection. F. Prog�ess Payrrtents. With each pragress payment or payroll period, whichever is 1ess, the Coniaactoi shall submit an affida�it stating thai ihe Contractor bas complied with the requirements of Chapter 22,58, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcanir�actor Complian�e. Th� Gontractor shall include in its subcontracts and/or shall othei-wise require all af its Subcontractors to comply wit.� Paragraphs A through G above. 6.0� Patent Fees and Royalties A. Cantractor shall pay all license fees and royaltiEs and asslu�ae ail costs incident to the use in the performance of the Worlc or the ineorporation in the Worlc of any in�ention, design, pxacess, praduct, ar device which is tlae subject of patent rights or copy�rights held by others. If a particular iuvention, design� �7T00055, product, or devzce is specified in the Con1�act Dncurnents for use in ihe performa.nce of the Worlc and if, to the actual knowledge of City, its use is subjeet to pat�nt rights ar copyrights calling for the payment of �ny Iieense fee or royalty to oY�ers, t�e existence of such rights shall be disclosed �y City in the Contraci Documents, Failuz-a of the City to disclose such infa�rr�ation does not relieve t�� Contractar from its obligations to pay �or �e use af saad fees or royalties to others. B. To the fullest exterai permitted by Laws and Regulations, Cantractar s�iall indemnify and hold harmless City, fram and �gainst all elaims, cos�s, los�es, an� darngges (including but not limiZed to all fees and c�iarges �f engineers, apchi�eets, attorneys, and ather� professionals and all court or arbitrrciion or oihex dispute resolu�ion castsj a�asing out of o� �elating to any infr�ingemeni of paient �^ights or copyrights incident to the use in the performance of the Work or r�sulti�ag frorra CITY QF FQ�tT WORTH BID CgN5TRi1CTION SP�CTPICATIGN DOGi1l4i�NTS Aacember 2Q21 Ea�;l.e 1Vlauntain & Westside WTY City Pinject No. 103335 ao az ao GENERAL CONDITIONS Page 27 af 64 the incorpoYation in ihe Work of any inven�ion, design, pracess, p�oduct, o� device �aot spec�ed in the GoniractDocurnents. 6.Q9 Pern�its anc� Utilities A. Cant�actor obtained pernxits and licenses. Contractor sha11 obtain and pay for all consiruction permits and licenses except tUose provided �or in the Suppiementa�y Conditions or Contract Documents. City shaIl assist Contractor, when necessary, in obtaining such permiis and lieenses. Gontractor shall pay all gavernanental charges and inspection fees necessazy fox the prasecution of the Work which are applicable at the �ime of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreeme�t, e�cept for permits provided by the City as speci�'ied in 6.09.B. City shall pay all cha7-ges af utility owners for conraeetions far providing permanent seivice to the Work. B. City obtained pernaits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions ar Contract Documents. It will be th� Cantractor's responsibility to carry out the pravisions af fihe permit. If the Contractor initiates changes to the Cont�act and the City approves the changes, the Cantractor is xesponsi�le for obtaining clearances and coordinating with the approp�zate regulatary agency. The City will not reimbtiuse t3ie Contractor far any cost assflciated with these requirements of any City acquired permit. The fallawing are pe�-mits t�e City wil� ol�tai� i f required: 1. Texas D�partment of Transportation Permits 2. U.S. A.imy Co�ps ofEngin�ers Permits 3. Texas Comrnission on Environmental Quality Permits 4. Railroad Company Permits C. Out�tanding pe�►nits arad Zicenses. The City anticipa�es acquisitioz� o� and/or access to permits and licenses. Any outstanding pezmits and licenses are anticipated io be acquired iz�. accordance with the schedule set forth in the Supplementary Conditions. The Project Sch�dule submitted by the Contractar in accordance with tkze Contract D�cwnents must consider any outstanding permits and licez�es. 6.10 Laws and Regulatioras A. Coniractor shall give all notices requi�'ed by and sha11 comply with all Laws and Reguiations applicable ta the performance of the Work. Except where otherwise expressly required hy applicable Laws and Regulations, the City shall not bE responsible for monitoring Contrac#or's compliance with any Laws or Regulations. B. If Contractor performs any Worlc knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, lasses, and damages (including but not limited to all fees and charges of engineers, architecis, attorneys, and o�her professionals and all CITY OF FORT WORTH BID CONSTRi]CTTON SPEC�'ICAT�ON DOGUMENTS December 2021 Eagle Mountain & Westside WTP City Pnoject No. 103335 0o n aa GENERAL CaND [TI�NS Page 28 ofG4 court or arbitratio� nr ather dispute resolution costs) arising aut of or relating to such Warlc. Hnwe�er, it shall not be Contractor's responsibility to malce certain tha� the Speci�cations and Drawings are in accordance with Laws and Regulatians, but this shall not reIieve Con]racior of Contractor'� obligations under Paragraph 3.02. C. Charrges in Laws oz• Regtilation� not known at the time of op�ning of Bids having an e�fect an the cast or time Qf performance of the Work may be the subject of an adjustment in Cont�•act Price ar Cant�act Time. 6, I 1 Taxes A, On a contrac� awa�-ded by the City, an organization which quali�es for exernption pw•suant to Texas Tax Code, Sube}�apter H, Sections I51.3Q1-335 (as azza�ended}, ihe Contractor may pu�•chase, rent or lease all materials, supplies and equipment used or consumed in the perfoirnance of this contract by issuing to his supplier an �xemption certxficate iz� lieu of the tax, said exemption certificate to cornply with State Comptroller's Ruling .007. Any such ex�mption c��i�icate issued to the Contractor in lieu of the tax shall be subj�ct to and shall comply wit.�i tl�e �ravision of 5tate Comptroller's Ruling .011, and any otlier applicable rulings pertainin� to the Texas Tax Code, Subchapter H. B, Texas T� pel�nits and in£ozrnatiox zz�.ay be obtained from: 1. Comptrollez- o� Public Accounts Sales Tax Di�ision Capi�ol Statian Austin, T� '18'� 11; or 2. htt ://www.wi�dow.state.tx.iis/taxinfaltaxforms/93-forms,html 6.12 Use of �'ite and Other Areas A. Lirtaitaeion on Use of Site and OiheY Area,s: Contractor sha.dl confine constz-uction eqtaipment, the storag� of rnaterials and equipment, and the operations af workers ta th� Site and ot�er areas permitted by Laws and Regulations, anc� shall not unreasonably encuznber tlie Site and other areas with consiruction equiprnenf ox a�her materials or equipment. Contractor shall ass�me �uIl responsibility for any damage to any such land ar area, or to the awner or accupan� thereof, or of any adjacent land ar areas resulting from the performance of the Work. 2. At any tinne when, in the Judgment of the City, the Contractor has obs�ucted or closed or is carrying on operations in a poi�ion of a street, righi-of-way, or easement greater �an is n�cessary for proper execution of the Work, the City may rEquire �he Contractor to finish the section on whicl� op�rations are in progress before work is commenced on any additional area of the Site. CFCY QF FpRT WORTH HID C.ONSTRUCTiON SPECIFICA7"IO1+1 bOCi1M�T+�TS Decembcr2021 �agle Motmtain & Westside WTP City ProjecE %10. 103335 oa n oa GE�:r��.aL cnNniTioNs Page 29 of 64 3. Shauld any Daznage Clairn be made by any such owner or occupant because of the pei�formanee of the Worlc, Cantractor shall promptly atternpt to resolve ihe Damage Claim. 4. Pu�suant to Papagraph 6..21, Contracior shall indernnify ana hold harmles.r City, fram and against all cic�ims, casts, los�es, and danaages arising out of o� relatirxg ta any claim oY action, legal or equitable, brought by any such owner o� occupar�t against Ciiy. B. Renzoval of Dehris During Perforxnance of the Work: During tk�e progress of the �ark Contractor s}�all keep the Site and otl�er az�eas free fror� accumulations of waste materials, iubbisk�, and otlaer debris. Removal and disposal of such waste rnaterials, ��ubbish, and other d�bris shall canforrn to applicable Laws �d Regulations. C. �Site Mcrintena�ace Cleaning: 24 hours after written notic�e is given to tha Contractor ihat the elean-up on the job site is proceeding in a manner unsatisfactory io the City, if the eani�'actor iail� to coirect the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited io the Contxactor in the written �otice (by lette� or electronic communication}, and the costs �o� such direct aetian, plus 25 % of such costs, shall be deducted fram the moni�s due or to become due to the Contractar. D. Final Site Cleani�g: Prior io Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner: At the completion of the Work Cont�actor shall remove froxr� the Site all tool�, applianees, construciion equipment and machinery, and surplus materials and shall restore to original condit�on ar b�tter all properry disturbed by the Work. E. Loading St�~uctu�-es: Contractor shall not load nar permit any part of any structure to be loaded in any manner that will enda�n�er th� structure, nor shall Contractor subject any part oi�the Work or adjacent properry to stresses or pressures that wi11 enda�agez it. 6.13 Recopd Doc�cments A. Contractor shall maintain in a safe place at the Site or in a place designated by tl�e Cont�t'actor and ap�pro-�ed by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Fieid Or�ers, and written interpretations and clariftcatio� in good order and annotated to S�1QW G�lail�ES rnade duri.ng construction. These record documents togeiher with �Il appro�ed Samples and a counterpart o� ail accepted Sul�mittals wiIl be a�ailable to City for reference. Upon campletian of ti�e Wark, these record docurxaents, any aperatian and maintenance manuals, and Submittals will be deli�vered to City prior to Fina1 Tnspection. Contjractor shall include accux-ate lacations for huried and imbedded items. 6.14 Safety c�nd Protection A. Contraetor shal] be solely responsible for initiating, maintaining and supervising a1i safety precautions and programs in cannection with the Work. Suah responsibil�ty does not relieve Subcor�tractor� of their responsibility for the safery of persons or properiy in the per�ormance of their work, nar for com�liance with applicable safety Laws and Regulations. Contractor s�aIl CITY OF FaRT WORTH BID C�NSTRLICTTON SPECIFICA'F[ON DOCUMENTS Deceinber 2021 Eagle Mauntain & Westside WTP City Pinject No. ] 03335 00 �r2 oa GEN�RAL CONDITIONS Page 30 of G4 take alI necessary precautions for the safeiy of, and shall provide th� necessary protectian to prevent damage, injury or loss to: I. all persons on the Site or who Ynay be affected by the Wark; 2. all the Work and materials and equipment to be ix�co�parated therein, whether in storage on or aff the Site; and 3. other property at the Site or ad�acent thereta, including trees, skrubs, lawns, walks, pavements, roadways, st�-uctur�s, ��ilities, and L7nderground Facilities not designated for removal, relocatio�, ar replacement in the course o#' construction. B. Cnnhactox shall comply with a11 applicable Laws and Regulations rela�ing to ihe safety of persons or praperty, or to the protectian of persons or property fiom damage, injury, or loss; and sha11 erect and rnaizxtain all n:ecessary safeguards for such safety and protectian. Car�tractor shall z�oti�y owners of adjacent property and of Llnderground Facili�ies aud ofihex utilzty owneas when prosecution of th� Worlc may affec� them, and shali cooperate with them in the protectian, remova�, z•elocation, and replaeement of iheir property. C. Canh°acto� shall comply with the applicable requirements of City's safety pragrams, if any. D. Contraeta�• shalI inforxn City of the specific requirem�nts o� Contractor's safety pragz-axn, if any, with which City's �mployees and representatives must cannply while at the Site. E. All damage, injury, pr loss to any propez-t� referred io in Paragraph 6.14.A.2 or 6.14.A3 caused, duect�y or indirectly, in whole or in part, by Contractor, any 5ubcontractor, Supplier, ar any other individual oz cniity clirecily or indirectly emp�oyed by any of them to perform any of the Wflrk, ar anyone for whose acis any of tiiem may be liahle, shall be rernedied by Contractor. F. Cantractor's duties and responsibilities for safety and for prot�etion of the War1c shall cantinue until such iime as all the Work is completed and Ciry has accepted tl�e Wark. 6.15 Safety Representatave Contractar sha11 inform City in writing of Contractar's designated sa£ery representative at th� Site. 5.16 Hazard Communicatiara Prog�ams Contractor shall be respansibie for coordin.ating axiy exchange of material safety data she�ts ar other bazard communication informatian required to be made available to or e�changed between ox among employers in accordance wi� Laws or Regu�ations. b.17 Emer�gencies arad/or Rectification A. In emergencies affecting the sa�ety or protection of persons or the Worlc or properry at the Site or adjacent thereta, Contractor is obligated to act to prevent threatened damage, injury, ar loss. CITY �P' PORT WORTI3 gIb CONS'T'RLICTTON SPL�CIFTGATION AOCUM�NTS Deceniber 2Q21 Eag[e MounCain & Weslside WTP City Pmject No. 163335 00 �z o0 GENERAL COND1TIdNS Page 31 af GA Contractar shall give City �rorr�pt written notice if Contractor believes thaY any significant changes in the Work or �a�riations from the Cantract Documents have been caused �hereby or are requir�d as a result thereof. If City de�ernvnes that a change in the Contract Dacuments is required because of the action talcer� �y Co�tractor in response to such an emergency, a C�.ange Order rnay be issued. B. Should the Contractor fail to respond to a r�quest from the City to rectiiy az�y discrepancies, omissions, ar correction necessary to �onforrn with �he requirements of the Cont�act Documents, the Cfty shall give the Con�ractor written notice that such worlc or changes aze to he perFormed. The written notice shall direct attention to the discx'epant cantlitian and request ttie Cantractor to take z'emedial act�on fo correci the eandition. Yn the event the Contractor does nat take pasitive steps to fi�lfill this wiziten request, or does not show just caus� for not �al�ing the �roper action, within 2�4 k�ours, the City may tal�� such remedial action with City� forces or by cantract The City shall deduct an amount equal to the entii•e costs for such r�medfal action, plus 25%, fro� any fiznds due ar become due the Contracior an the Project. b.18 Submittals A. Cantractor shall su�mit requiied Suhmitt:�ls t� City for review and acceptance in accord�nce with the accepted 5chedule af Submirtals {as required by Paragraph 2.07). Each subrr�itkal will be identified as City tnay require. 1. Subrnit numbe� of copies specified in the General Requirements. 2. Data shown on th� Submittals will be complete with respect to quantities, dimensions, speci�ied peifoirnance and design criteria, materials, and similar data to shaw City the sez-vices, materials, and equiprnent Cantractor proposes to provide a�ad fio enable City to review ihe informaiion for ihe lir�ited purposes required by Paragraph 6.1 S.C. 3. Submittals submitted as herein provided �y Contractor and reviewed by City for confo�mance witk�. tk�e design concept shall be executed in conformity with the Confiract Documents unless otherwise required by City. 4. Wlien Submittals are submitted for the purpose of shawing the in�tallation in grea�er detai�,. their review shall not excuse Contractar from requirements shawn on the Drawings and Specificaiians. 5. For-Information-�nly submittals upon which the City is not expected to conduci review or talce responsive action rnay be so identified in the Contrac# Documents. 6. Submit required nwnber a� Samples specified in the Speeifieations. 7. Clearly ideniify each Sample as to material, Supplier, pertinent data such as catalog numbers, ihe use for which intended and other data as City may require ta enabla City to review the submittal for the limited pt�rposes required by Paragraph b. l$.C. CTT'Y OF FORT WORTH Eagle Mountain & Westside WTP BID CONSTRLTCTIOA! SPECIFICATION DOCUMENSS City Pinject No. 103335 aecember 2021 00 �z ao G�T�l�€tAL COAID1TTdNS P�ge 32 of G4 6,19 b.20 B. Where a Submittal is required by the Contract Documents or the ScheduIe of Subzxiittals, any related Work pei�formed pi-ior to City's review and acce�tance of the pertinent submittal will be at tile sole exp�nse and responsibility af Contractor. C. City's Review: 1. City �c�crill provide tirnely review a� required Submittals in accordance with the Schedule of Submittals acceptable to City, City's review ar�d acc�ptance will be only to deteY-mine if the items covered by the submittals will, after installation or incorporation in the Wnrk, con�orm to tkke infoirnation given in the Co�tract Documents and be compatible wiih the design concept of tihe completed Praject as a functioning whole as indicated by the Cantract Documents. 2, City's �-eview ax�d acceptance will not extend �o n:ieans, xnetb.ods, techniques, sequences, or procedtu•es of const�uction (except where a particular means, method, technique, sequence, or procedur� af canstruction is specifically and expressly called foz• by tlae Coz�t�act Documents) or to safety precautions or programs incident thereto. The review and acceptance of a sep�•ate item as such will nnt indicate approval nf the assembly in which tbe ztem fiinctions. 3. City's zevi.ew and acceptance shall not relie�e Contractor from responsibilify for any vai-iation from the requ'rrements of ihe Contract Docutnents unl�ss Contra�tor has complied with t.he requirements of �eetioz� Ol 33 �0 and City has given wriiten acceptance of each such vai7ation by specific written notation thereaf incorporated in or accompanying the 5ubrnittal. City's revievv and acceptance shall not relieve Con�ractor from responsibiIity for complying with the requirements of the Coniract Documents. Cantinuing the �ork �,xcept as otherwise provided, Contractar shall carry on the Worlc and aciherc to the Proj�ct Schedule during all d�sputes or disagreem�nt� with City. No Work sha1l b� d�layed ar postpaned pending reso�utaoz� of any disputes or disagreements, except as City and �ontractor may otherwise agree in writing. Co�at�actor's General War�ranty and Gua�antee A. Contractor warrants and guarantees to City t�at all Worl� v�ill be in accordance wi�h the Gantract Docurr�ents and will not be defective. City and its officers, directors, members, parhiers, ernployees, agents, consultants, and subcontractors shall be entitled to rely on rEpresentatian of Contractor's warranty an.d guarantee. B. Contractor's warranty an.d guarantee hereuz�der excludes defeets or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any ath�r individual car entity for wha�n Contractor is responsible; or CITY OF FORT WORTH Eagle FVlountain & Westsid� WTP BID CqNSTRUCT[dN SPECIFICATIqN DpCUMENTS City Projcct No. ]03335 Decemher 2021 ao �z aa �ENE�r. co�nlrlor�s Page 33 of 64 2. nonnal wear and tear under normal usage. C. Connaetor's abligation ta perfarm and com�lete the VVot•k in accordance with the Cont�act Doc�ments shall be ahsolute. Noz�e o�'the fallowing will constitute an acceptance of Wo�k that is not i� accordance wit11 ihe Contract Documents or a rele�se of Contractar's pbligation to perform the Work in accordance wi�h the Contract Docurnents: 1. obseivations by City; 2. xecommer�dation or payment by City af any progress or final payment; 3. the issuance oi a certificate af Final Acceptance by Gity or any payment z-elated tl�ereta by City; � 4. use oz occupancy of tl�e Work or any part thereof by City; 5. any review and accepta�ce af a Submittal hy City; 6. any inspec�ion, test, or approval by othexs; or 7. any correction of defecti�e Work by City. D. The Cont�'actar shall remedy any defects ar damages in the Work and pay for any damage to oth�r work or property resulting therefroin w%ich shall appear within a period of twa (2} years from the dafie of Final �cceptance of tlle Work unless a longer period rs specified ar�d shall fiunish a good and �ufficient maintenance bond, co�nplying with the requirements of Article 5.02.B. The City will give notic� of observed defects with reasonable promptness. 6.21 Indamnification A. Cont�ractor cavenants and agrees to indemnify, hold harmIess and defend, at its own expense, the City, its afficers, servants and einployees, from and a�ainst any and all claims arising ouf of, or alleged to arise out of, the work and services to be per%rmed by the Cantractor, its officers, agents, employees, subcontractt�rs, licenses ar invitees under this Contract. THIS INDEM1VIrLC�TION PRO IO _ IS SPECg'ICALLY IN'�`E�iIIED TO OPFRATE AND BE EFFECT EVEN IF IT IS ALLEG�D OR PROVEN THAT AT,T, OR. SOME OF THE D�M�.G�S SEING SOUGFIT WERE CAUSED. IN WHOLE O�_�T PART. BX A_NY A T. OMI55ION OR NEGL�GENCE ��' THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legaI fees incurred by the C�ly iun defending against such claims and causes of acYions. B. Contractar covenants and agrees to indemnxfy and i�old har�nless, at its own e�ense, the CiEy, its off'�cers, se�vants and employees, from and against any and all Ioss, damage or dest�ructian of property af ihe City, arising out of, or alleged to arise out of, the work and ae�ices to be performed by the Contractor, its officers, agents, emplo�ees, subcon�rac�ors, licensees or iuivitees under thiS Contract. THIS �NDEMN�'ICATION P�tOV�SION IS CITY OF FORT WORTH BID Cp1V5TTiUCTI03�i SPECIFICATION B�CUME�7TS DeceinUer 2021 Ea�le Mountain & Wcstside W'TP Ciry Project IVa. i 03335 00 72 oa GL�N�RAL C�ND[TIONS Page 34 �f G4 SPECIFICALLY INTENDED TO OPERATE AND RE EFFFC'TTVF FVFN TF TT T� ALLE ED QR PROVEN THAT ALL_ OME OF TH� D E BEING SOUGHT WERE__ CAUSED. IN WHOLE OR IN PART. BY AN�' ACT. (a�YIIS ION �R NEGLTGENCE OF THE CITY. 6.22 Delegation of Professional Design Se�vices A. Conhaetor will not be requi�ed tio provide p1-ofessional design se�vices unless such services are specifcally required by the Contract Documents for a portion of the Work or unless suc� seivices are requued to carry out Contractnr's responsibilitie� �or construction mean�, methods, techniques, sequ�nces and procedures. B. If professional design se�vice� or certifications by a desigr� �rofessional reiated to systezns, materials or equipment are s�ecifically required of Contractor by the Contract Documents, City will speci�y alI pei�'armance aa�d design criteria ihai such ser�ices rnust satisfy. Coniractor shall cause suck� sezvices or certifieations to be provided by a properly licensed professional, whose signature arsd seal shall appear on all drawings, calculations, specif cations, eertifications, and Submit�als prepaa•ed by such professional. Submittals related to the Wark designed or certifed by su�h professional, if prepared by otlzers, shall bear such professional's written apprQval when submitt�d to City. C. City shall be entitled to rely upon the adequacy, accuracy and campletenass of the services, certifications or approvals performed by such design profes�ionaks, provided City has specified to Contractor pei�'ormane� and design erite�.a that such services must sa�isfy. D. Pursuant to this Paragraph 6.22, City's xeview and acceptance of design calc�lations and design drawing,� wzll be only �or the lunited ptupose of checking for confor�nance witk� performance and design c�iteria given and th� d�sign cnncept expre�sed 'zn the Contract Docu.ments. City's review and accepfiance o:f Submittala (except design caiculations and design dra�c;c�ings} will be only �ox the purpose stated in Paragraph 6.1$.C. 6.23 Right to Audit A. The Contractor agrees that ihe C"rty shall, until the expiz-ation .af three (3} years after fina� payment under �his Contract, have access to and the right to examine and photncop� any direcfily pertinent books, documents, papera, and records of the Cont�actar involving transactions relating io this Contract. Confractor agrees tk�at the City shaIl have access durir�g Regular Working Hours to aI1 necessary Conf,ractor facilities and sha11 be pro�ided adequate and appropz-iate work space in arder to conduct audits in compliance with the provisions af this Paragraph. The City shall give Con�ractoar reasonable advance natice of intended audits. B. Contractor further agrees to include in all its subcontracts h�reunder a provision to the ef£ect that the subconiractor agrees that the City shall, until the expiration of ihree (3) years after final payment under this Contract, have access to and the right to examine and photacopy any directly pertinent books, documents, pap�rs, and records of such �ubcontracior, involving transactions to the subcantract, and fiu�tk�ex, tk�at City shall have aecess during Regular Working Hpurs to alI CTTY OF FORT WORTH Eagle Mountain & Westside WTP BID CONSTRUCTION SPECIF[CATIQN DpCUMENTS Ci.ty Project No. ]0333$ Deceinher 2021 00 �z ao GENERAL CONIlITIONS Page 3S of 64 Subcontractor facilities, and shall Ue provided adequate and appropriate work space in order to conduct a�dits in comp�iance wi�h the pra�isians of this Paragraph. The City shaIl give Su�contractor reasonable advance notice of intended audits. C. Con�'actor and Subcont�actor agree �o p�otocopy such documents as may be request�d hy the City. The City agrees to reimburse Conl�actor �oz tlae cast of the copies as follows at the rate pubIished in the Texas Adminisirative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transpartation Programs and implementing iransit- z�elated projecfs, which are funded in part with Federal financial assisfat�ce a�vard�d by the U.S. Department of Trarasportation azad the Federa� Transit Admiriistration {FTA), �thout discz�iminating against any person in the United States on the basis ai race, calor, or national oi7gin. B. Title V�, Civil Rights Aet of 19d4 as ar�zended: Contractor shall comply with the requirements of the Act and the Regulatians as fi�ther defined in the Supplementary Con.di#ioz�s iar any project receiving F�deral assistance. ARTICLE '� -- OTHER WORK AT THE SITE 7.01 Related WoY1� at Site A. City may perfonn other work related to the Project at the Site with City's employees, or otlae� Ciiy contractors, or through other direct contracts therefox, ar have other work performed by utility owners. If such other work is not noted in the Contract Documenis, then written natice therea�will be gi�v�n to Contractor prior io sta.rting any such otkaer work; and B. Cont�•actor shalI a£ford each other con�actor who is a party to such a direct cont�act, each u�ility awner, and City, if City is perfo�ming other v�zork with City's employees or othar City con�ractars, proper and safe access to the Site, provide a reasonable appaztuulity far tl�e introduction and storage of materials and equipment and the execution of such other work, and properly coordiur�ate �he Work with theirs. Contractor sha11 do all cutting, fitting, and patehing of the Wark that rnay be required to properly connect or a�Yieruvise make its several parts come together and properly integrate with such ot�er wark. Contractor shall not endanger any work of others by cutting, excavating, or atherwise altering such wark; provided, however, that Gontractor may cut or alter athe�s' work with the written conse�t of City arzd the ot.�iexs whose wark will be affected. C. If the proper executian or results of any part of Contractor's Work depends upon work p�rFormed by others under this Article 7, Contractor shall insp�ct su�h other work and prornptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results af Contractor's Work. Cantractor's failure to so repori will constitute an acceptance of sueh other work as fit and proper for integration with Contractor's W ork except for latent defec�s in the work provided by others. CITY O�' FORT WDRTH BID CONSTRUCTLON SP�CTFICATION DOCUMENTS Decenibet• 2�21 Eagle Mountain & Westside W'TF City Fraject Nfl. 103335 00 72 0� GEN�RAL CC�ND ETIONS Page 3G offi4 7.02 Coordanataon A. If City intends to contzact with others for t.he pe;•formance of other work on the Pt•oject at the Site, the follawing wrll be sei forth in �upplementary Conditions: l. the individual or entiiy who will have au�arity and responsibi�iry for coordinatzan of the activities amang the varzous contractors vvill be identified; 2. t�e specific matters to be covered by such authority and responsibility u�ill be itemized; and 3. the extent of such authoriiy and responsibiliiies will be provided. B. LTnless other�wise provided in the �upplementary Conditions, City sba11 bave authority for such coordin�tion. ARTICLE S — CITY'S RESPONSYBILITiES S.O1 Co�nyraz�nieatians to Contractar Except as otherwise provided in the Supplementary Conditions, City shall issue all carnmunications to Contractor. 8.02 Fur�nish Data City shall timely fiu�ish the data required undar the Con�ract Documents. 8.03 Pay YVhe�a Due City shall mak� payments to Contractor in accordance with Article 14. 8.04 Lands and Ecasetnents; Repot�ts and Tests City's duties with respect to providing 1a�ds and easements and providing engineering sur�eys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 ref�rs to City's identifyin� and mal�ing available to Contractor copies of reports a� exp�orations and tests of subsur�'ace conditzons and drawings o� physical conditions relating to e�isiing surface or subsurface structures at or contiguous to the Site that have be�n utilized by City in prepaz-ing tl�e Contract Dacuments. 8.OS Change Qrders City shall execute Char�.ge Orders in accordance with Paragraph 10.03. S.d6 Inspections, Tests, and Appravals City's responsibility with respect �o certain inspections, tests, and approvals is set forth in Para.graph 13.03. C�ly M'i�l�l�C�].�IIN,�L�] 7111.i BID COi�FSTRUCTION SPP,CIFICATION 170CUMBNTS Deceu�har 2021 Eagle Mountain & �Nestside WTP City Project No. 103335 00 �a o0 GEN�RAL COItiDiTIONS Page 37 afda 8.07 Lirtxitations on City's Responsibilities A. The City shall not supezvise, direet, or have control or auihority over, nor be responsible for, Cnntractor's means, methods, techniques, sequences, or procedur�s of cor�struction, or the safety preeautions and programs i�ciden� �liereto, or for any failure of Contractor to comply with Laws and Regulaiions applicable to the performance of ihe Wark. City will not be responsil�le for Contractor's failure ta pez�forxn t�ae Worlc in accordance with the Contract Docurx�ez�ts. B. City will notify the Cant�actor of applicable sa�ety plans pursuant to Paragraph b.14. 8.0$ Undisclosed Hazct�dous Envir�onmenial Condition City's respon.szbility with respect to an undisclosed Hazardous E�vironmental Co�ditian is set forth in Paragraph 4.Ob. 8.09 Corrtpliance tivith Safety P�ogram Whi1e at the Szte, City's ernployees and representatives shall camply with the specific applicable raquirements of Contractor's safety programs of which City has been informed pursuant to Pazagraph 6.14. ARTICLE 9-- CITY'S OBSERVATI�N STATUS DURING CONSTRUCTION 9A1 City's Project Manager City will provide ane or more Project Manager(s) during the consiruction period. The dut�es and responsibilities and the limitations of authority of City's Project Manager during canstruction are set �orkh in the Cos�tract Documents. The City's Project Manager for this Contract is < inser� z�ame her•e >, or his/11er successor pursuant to writien notiiication from the Dzrector of < insert rnanaging depari�nenz here >. 9.02 Yisits to Site A. City's Project Manager will make visits to the Site at intervals apprapriate to the various stages of construction as City deems necessaty in order to observe the progress that has been made and the quality o� the various aspects of Contractor's executed Worl�. Based on infortnation obta.ined during such visits and obsezvations, City's Project Manager will deieimine, in genez'aI, if the Work is praceeding in accordance with the Contraet Documents. Ciry's Project Manager will not be required to make e�aust�ve or continuous inspections on the Site to ekaeck the quality or quan�zty a£ the Wark. City's Project Manager's efforts wi11 be dir�cied taward providing City a greaier degree of confidence tI�at the completed Work will confonn generally to the Contract Documents. B. City's Projeci Manager's visits and observations are subject to all the limitatians on auihority and responsibility in the Cantract Documents inciuding those set forth in Paragra�h 8.07. CITI' QF F�RT WORTH B3D COI*TSTRUCTIO�f SFECIFTCATION DOCUIN�NTS Decembe�• 2D21 Eagle Mountain & Westside WTF City Pinject No. 103335 00 72 00 G£,NF.ItAL CpNDITIONS Paga 38 of 64 9A3 Authorized Ya�iations in Wa�k C�ty's Project Managet may authorize minor variatiions in the Worlc fioz� the requirements of the Cont�act Documents which da not invalve an adj�strnent in the Contract Price or the Cont�•act Tirne and are com.patible with the design eoncept of the complet�d Project as a fi�ctioning whole as indicated by the Contract Docurrients. These may be accozx�plished by a Field Order and will be bin�ing on Czty and aIso on Gantract�r, who shall per�'orm th� Work involved promptly. 9.04 Rejecting Defeciive YI'ork City will have authoz�ity to reject Worl� which City's Project Manager believes to be de�'ective, ar will not produce a compleied Project that conf'orms ta tlxe Contract Documents or that will prejudi.ce ihe integi7ry o�' the design concept af the compleied Project as a funetioning whole as indicated by t1�e Contract Documents. City will have authority to conduct special inspection or testing of ihe VVork as pro�vided in Article 13, whet.�.er or not tl�e Work is fabricated, installed, or completed. 9.05 Deie�rrainations for Worlc Perforrraed Cont�actor will deteimine the actual quan.tities and classi�ications of Worlc performed. City's Project Managez will review with Contractor t�e preliminafy d�terminatians on such xnatters before rend�r-ing a writt�n recomrnenda.tion. City's written decision will be fu�al (except as modified to reflect changed factual condiiions or mare accurate data). 9.Ob Decisiora� on Requipemerais of Coratt�aet Daeume�2is artd Acceptabiliiy of Work A. City will be the initial interpreter af the requuements of ihe Con�ract Documents and judge of the acceptability of the VVork thereunder. B. City will render a written decision on any issue �efer�red. C. City's writien decision on tl�e issue re£ez�red will be fnal and binc�ing on the Cani�actor, subj�ct to the provisions of Paragraph 10.06. ARTICLE 10 — CTIANGE� IN TH� �VORI�; CLAIMS; EXTRA WQRK l 0.D 1 Ar�thorized Charcges in the Work A. Wiihout invalidating the Contract and without notice to an.y surety, City may, at any tirne or fram tirne �o time, order Extxa Worlc. LTpon natice of such Extra Wark, Contractor shall promp�y proceed with the Wark in�olved which will be perFormed undez tlae applicable conditions of the Contract Documen�s (except as ofhez-wise specifically pro�ided). Extira �Vork shall be Ynemorialized by a Change Order �vhich may or may not precede an order af Extra woxl�. B. For zninar changes of Work not requiring changes to �ontraet Time or Contxact Price, a Field Qrder may be issu�d by the City. CITY OF FOR'I' WORTH BID CONSTRUCTIOt�! SPECITICATION DOCUMENTS beceinUer 2021 Eagle Mquntain & Westside WTP City Pinject Na. 163335 ao �z aa GEiJERAL CONDITiO1�S Page 39 of 6�1 10,02 Unaa�tho�ized Changes in the Wark Conhactor shall not be en�itled to an increase in t�e Con�ract Price or an extension of the Contract Time with xespect to any �rork performed that is not required by �he Con�ract Documents as a�nended, madified, or supplemented as provided in Paragraph 3.04, except in tiie case o� an emergency as provzded in Paragrapb fi. ! 7. lf}.03 Exec�stfan af Change Orders A. City anc� Cnntractor shall ex�cute apprapriate Change Orders cavering: chang�s in the W'ork wluch are: (i) ordered hy City pursuant to Paragraph 10.01.1�, (ii) requued because of acceptax�ce o� defective Wark under Paragraph 13.Q8 oz City's correction of defective Work under Paragraph 13.09, or {iii) agreed to by the parties; 2. changes in the Con�act Price or Cont�•act Tune which aire agreed to by the parties, including any undisputed sum or arnount of time for Worlc actually perfarmed. 10.0� Exira kY��k A. Should a difference aris� as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upoz� its perfar�nance, the Contractor shall proceed with the work after n�aking writitien r�quest for written arders and shall keep accurate account of the actual reasonahle cos� thereof. Contract ClaiYns regarding Extra V�Jark shall be rnade pursuant to Paragraph 10.06. B. The Contractor sb.all fur�ish the City such installation records of all devia�io�s from the original Contract Documents as may be necessary to enable the City to prepare for permanent recoxd a correeted set of plans shawing the actual installation. G. T'he compensation agreed upon far Extra Work whether or not initiated by a Chaz�ge Order shall be a fu1i, comple�e and �inal payment for all costs Cantractor incurs as a result or relating to the change ar Extra Work, whether �aid cQsts are known, un�{nown, foreseen o� uniareseen at that time, including wiihout limitation, any cosis for delay, extenc�ed overhead, ripple or impaci cost, or any other effect on changed or unchanged work as a result of �he chan�e ox E�tra Work. 10.05 Natif cation to SuYety �f the provisians of any band require notice to be given to a surety o�' any change affecting the general scope of the Work or the pravisions of the Contraci Documents {including, but not limited to, Contract Price or Contract Time), the gi�zr�g of any sucla notice will be Contractax's responsibiIity. The amount of each applicabl� bond will be adjusted by the Contractor to refl�ct the effect of any such change. CiTY OF FORT WORTH BID CONSTRUCTION SPECIFICATIOIV DOCLTME3VT5 December 2Q21 Eagle Mountain & Wes#side WTP City Pinject t�fa. 143335 00 �z o0 G��IERAL GONDITIOI�iS Page 40 af G4 10.06 Cantr�act Claims P�ocess A. City's Decision Requi�ed: All Cont�act Claims, except those waived puz•suant to Paragraph 1�4.09, shall be referred to t;he Ciry for decision. A decision by City shall be required as a conditian prec�dent ta any e�cezcise by Coniractor of any rights or remedies he may atherwise have under the Contract DocUments or by Laws and Regu�ations in respect of such Contract Claims. B. Notice: 1. Wi7tten notice statirig the general nature of each Contract Cla�n shall be delive�-ed by the Canhacfor �o City no Iater than 15 days after the stai�t o�' the event giving rise thereto. The responsibility to substantiate a Can�ract Claim shali rest with the pa�ty rnaking the Cnntt•act Claim. 2. Notice oi the amount or extent of the Coniract Claim, with suppo�'ting data shall be delivered to the City on or before 45 clays from the start of the e�ent giving rise thereto (unless the City allows additional time �o�r Contrac�or to submii additional or mare accurate data in support af such Co�t�act Cla.im}. 3. A Contract Claim for an adjustment in Cant�'act Piritc� shall be prepared in accordance with the pYa�visions of Paragraph 12.01. 4. A Con#�act Clairn for an adjustrnent in Conh�act Time shall be prepa�red in aceordance with the provisions of Paragraph 12.02. S. Each Cont.ract Claim sha11 be accompanied by Conixactor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entztled as a result of said event. 6, The City shall submit any response to th� Caniractor within 30 days after receipt of the claimant"s last submittal (uniess Contract allows additional tirne). C. City's Action: City will review eacka Contract Claim and, zuithin 30 days after zeceipt af the iast submittal nf tl�e Contractor, if any, ialce one ofthe fol�owing actions iz� writing: 1, deny the Cnntrac� Claim in whole or in part; 2. approve the Cos�tract Claim, or 3. noiify the Contractor that the City is unable to resolve the Cantract Claim if, in the City's sole diseretion, it would be inappropriate for the Cl� t0 do so. For pufposes af fizrther �•esolut�on of the Contract Claim, such na�ice shall be cleemed a denial. CITY OF FORT WORTH Eagle Mountain & Westside WTP BID CON5TRUCT[ON SI'ECII'ICATIQN DOCLFM�NTS City Praject No. 103335 Decem6er 2021 00 �z ao GENERAL CONDIT10N5 Page 41 oP 64 D. City's written action under Paragraph 1Q.46.0 �c�vill be finai dnd binding, u�.Iess Ciry or Con�'acto� invoke the dispute resoluiion procedure set fortix z� Article 16 within 30 days of such action or denial. E. Na Con�-act Claim for an adjustment in Cont�act Price or Cont�act Time wili be valid if nat s�bmitted in. accordance with this Paragraph 14A6. AR'I`ICLE 11— CO5T OF THE WORK; ALLOWANCES; iTNIT PRICE WORK; PLANS QUANT�TY MEA�UREMENT I 1.01 Cost of the Wor�k A. Costs 1'ncluded: The term Cost of khe Wark means the sum af all costs, except those excluded in Pat-agraph 11.O1.B, necessat�ly incurred and paid by Confiractoz in the proper perfortnance of the Work. When iGhe value of any Work cavered by a Change Order, the costs to be reiambursed to Contractor wi11 be anly those additi�nal or incremental costs xequired because of the change in tlle Wor1c. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall include but not be lirnited to the following items: 1. Payroll costs for employees in �e diY•ect employ of Contractor in tiie perfarmance of the Work under schedules af jab classz�cations agreed upon by Ciiy and Cont�actor. Such employee5 shall include, without limitation, superintendents, foremen, anc� otlier personn�l ernployed full ti.me on the Warlc. Payroll casts for ernployees not em�loyed iull tune on. the Work sha11 be apportianed on tl�e basis of their iime spent on il�e Work. Payroll costs shall include; a. salai�ies with a 55°/a markup, or b. salaries and wages plus the cost of fringe benefits, vvh�'tcb shall include social security contributions, unemploymen�, excise, and payrall taxes, workers' compensation, healih and retirement benefits, bonuses, sick ieave, vacation and holiday pay applicable thereto. The expenses of perfornung Woxk QU�51C�E af Reg�lar Working H�ours, Weekend Working Hours, or legal holidays, shall be included in the above t� the extent authorized by City. 2. Gost of all materials and equiprnent furnished and incorporated in tbe Work, including costs o#' transportation and storage thereaf, and Suppliers' field services required in coannec�ion therewith. 3. Rentals of all constrruc�ian equipment and rnaehinery, and the pa�ts thereof whether rented from Cantractor or others in accordance with rental agreements approved by City, and the cosis of ixanspartation, loading, un�oading, assembly, dismantling, and removal �hereof. All such costs shall be in accorc�ance with the terms o� said rental agreements. The rental of any such equi�ment, r�aachinery, ar parts shall cease when the use thereof is no longer nec�ssary %r the Worlc. CTTY OF FORT WORTH E3gle Mountain & Westside WTP BID CONSTRUCTIdN SPECIFICATION BQCLTM�IrITS City Project No. 103335 becem6er 2021 o0 7a o0 G�N��. carrn�TloNs Page 42 o C 64 4. Payments made by Contractor ta Subcantractors for Worl� per�ormed by Subcontractors, If required by City, Cont�actor shall obta.in competitive bids from subconiraciors acceptable to City and Cont�actor and shall deliver sueh bids to City, vvho will then determiue, which bids, if any, will be acc�ptable. If any subcontract pi-ovides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractoi's Cost of the Work and fee sha11 be detei7nined in the same m�nner as Contractor's Cast of the Work and fee as provided in this Paza,graph I 1.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing iaboratories, suiveyors, attorney�s, and accountants} empIoyed for sexvices specifically related io ihe Wark. 6. Supplemental costs including the fallowing: a. The proportion of necessary t�ansportaiion, travel, and subsistence expens�s of Cont�actor's ernployees incurred in discbarge of du�ies connecied witka tk�e Warlt. b. Cast, including t�anspartatian aajd �nn.ai�.tenance, of all materials, supplies, equipment, machineiy, appliances, of�ice, and iemporary facilities at the Site, and hand tools not owned by ihe work�rs, vvhich are consumed in the performance of the Woi•k, and cost, less market vaXue, of such itezns used but not consumed which remain tl�e properry of Contrac�or. c. Sa1es, consumer, use, and other similar iaxes related to the Warl�, and for vuhich Cont�actor is liabke not covered under Paragraph b.I1, as imposed by Laws and Regulations. d. Depa�its lost for causes other than negligence of Contractor, any Subcontractor, or anyone direc��r or indirectly employed by any af th.erzl ar far whose ac�s any of them may be Iiable, and royalty payments and fees for permits and licenses. e. Losses and da�ages (and related expenses} caused by damag� �o tbe Warl�, not compensated by insurance ar otherwise, sustained by Contractor in connection with the perfo�ance of the Worlc, provided suc� losses and damages ha�e resulted �`rom causes other than the negligence of Contractor, any Subcontractox, or anyazae diarectly ox indirectiy employed by azzy af them or for whose acts any af them rnay be liable. Such losses shall include settlements m�de wit1� the writte� consent and appraval of City. No such losses, darnages, and expenses sk�all be included in the Cosi of the Work for the putpose of determi�,i�g Contractar's fee. £ The cost of utilities, fuel, and sanitary faciliiie5 at the Site. g. Minor e�penses such as telegrams, long distance telephone calls, telephone a�zd cornmunication seivices at the Site, expre�s and courier ser�ices, and similar petty cash items in eonnect'ron with the Worlr. CITY pF FpRT WORTH �agle Mountain & Westside WTP BID C�NSTRUCTION SPECIFICA'TTON DOCiJMENTS City Project Na. ] 03335 Decembec• 2021 00 �z o0 G�N�RAL CONb 1'fI4N5 Page 43 of G4 h. The costs of prern.iums for all bonds and insuranc� Contraetor is required by the Contract Documents to purchas� and ma.intain. B. Costs Excluded; The fiezm Cost a�t1�e Wark shall not include any of the fallowing ztems: 1. Payroll cos�s and other compensation o� Cont�actor's officers, executives, principals {of pa�rtnerships and sole proprietarships}, general managers, safety managers, �ngineers, archiiects, esiimators, attarneys, auditors, accauntants, purchasing and cantractin� agents, expediters, timekeep�rs, cl�rks, and other persn�nel employed by Contractor, whether at the Site or in Contractor's principal or branch af�'ice for general administratifln of the Work �n.d not specifically included in the agreed u�on schedule of job classific�.tians referred to in Paragr�aph 11.01.A.1 flr specif cally co�ered by Paragraph 11.01.A.4, all of which are l-o be coz�sidered admxnislrative costs covered hy the Coniractor's fee. 2. Expenses of Con.txac�or's p�'incipal and branch offices other fhan Contractor's off ce at the Site. 3. Any paz� af Cantractor's capital expenses, including interest on Conl�actor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Casts due to the negligence of Cont�actor, any Subcantractor, vr anyone directly or indirectly employed by any o� them or for wbose acts any of them may be liable, including but not lirnited to, the co�rection of defective Work, disposal af materials or equipment wtongly supplied, and making gaod any darnage to property. 5. Other overhead or general expense costs af any kind. C. Contt-actor's Fee: When all the Work is perfonrx�ed an the basis of cost-phis, Contractar's fee shaIl be detex�nined as set forth in the Agreerncnt. When the value af a,�y Wark covered by a Change Qrc��r far an adjustmeni in Contract Price i� de�errnined on tkie basis of Cost of the Work, Contraetor's fee shall be detert�ned as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Waric far any purpose is to be deternvned pursuant to Paragraphs 11.OI.A aud 11.01.B, Contractor will esiablish and maintain records thereof in accordance with generally accepted accounting practices ancl submit in a fo�n aceeptable to City an itemized cost brealcdawn together with supporting data. 11.02 Allowances A. Specified Allowarace.• It is understood thai Contractor has included in th� Contxaci Price al� allawances so named in th� Contract Documents and shall cause the Wor1� so cavered to be perf'ormed for such surris and by such persons or eniities as may be acceptable to City. B. Pre-bid Alfotivances: 1. Cozatractar agrees that: CITY OF POi2T WORi'H BID CO3VSTRUCTION SPECIFICATION BOCLIMENTS becsmber 2021 Eagle Mountain & Westsidc W'TP City Project No. 1Q333S 00 72 40 GENETtAL CONDITION3 Page 44 aF G4 a. the pre-bid allawances include the cost to Contractar of materials and equipzxaent requixed by the allowances ta �e deiivexed at the Site, and all applicable taxes; and b. Contractor's casts far unloadiz�g and handiing on the Site, labor, in�tallation, overhead, p�-o�it, and ot}�er expenses coniemplated for the pre-bid allowances ha�ve been included in the allowances, and no demand for additional payment on account of any of the foregoi.ng will be valid. C. Contingency Allowance: Contrac�ar agrees that a contingency allawance, if any, is faz' tk�e sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Canttactor on a�count of Work cavered by allowances, and the Conl;ract Price shall be coirespondingly adjusted. 11.03 Unit Price YYo�k A. Where tlze Contraci Documents provide that all or part of the Work is to be Unit Pi-ice Work, ini�ially tlie Contzact Price will be deemed to includa for all Unit Price Work an amaunt equal to t�e sum of the unit price for �ach separately identified ztezn of L1nit Price Worlc times the estirnated quantity oi each item as indicated in the Agreemeni. B. The estirnated quantities af xtems of L7nit Price Work are not guaranteed and are solely fbr the purpose of camparison of Bids and detertnining an ini�ial Contrac� Price. Detez�xiinations of the actual quantities and classifications af Unit Pz�ce Work performed by Contractor will be rnade by City subject to the pravisions of Paragraph 9.Q5. C. Each unit price will be deemed to include an arnount considered by Contractar to be adequate to cover Contractor's overhead and profit for each separately identi�ied item. Worlc deseribed in the Contract Dacuzanents, ox reasonably inferred as required for a func�ionally complete installatior�, bu� not identified in the listing of unit price items shall be cansidered incidental #o unit price work Iisted and the cost of incidental work included as part af the unit pric�. D. City may make an adjustnnent ir� ihe Contract Price in accordanec; with Paragrap� 12.01 if: 1. the quantity of any item of Unit Price Wark perfortned by Cantractor differs materially a��d significantly from the es�imat�d quaritity of such item indicated iz� the Agreement; and 2. there is no correspanding adjustmez�t witk�. respect to any other item of Work. E. Increcrsed o� Decreased Quaniities: Tl�e Ci�y reser�es the right ta order Extra Wark in accordance vvith Paragraph 10.01. 1, If the changEs in c�uantities or the alterations do nat significantly change the character of work under the Contract Docuznents, the altered wark will he paid for at the Contract unit price. CIT`Y O�' �'i712T WORTH BID CONSTRUCTION SPflCIFICATION DOCIJMENTS Decembe�• 2021 Eagle Mountain & Westside VJT'P Ciiy Project Na. ]03335 00 72 60 GENERAL CONDITION3 Page 45 nf 64 2. Tf the changes in quantities ar alteratians significantly change �he character a� worlc, the Cont�'act will be ar�ended by a Change Qrder. 3. If no unit pilces exist, �is will be considered Extra Work and the Contract will be amended by a Change Order in ac�ordance with Artacle 12. 4. A signi�'icant change in the character of work occurs when: a. the chas•acter of work �ar any Item as altered differs materially in kind or �ature from that in tbe Cont� act or b. a Major Itern of work varies by mare than 25% frarn. the vriginal Contract quantity. 5. When the quantiry o� work to be done under any Major Item of the Cont�act is more than 12S% af the original quantit� stated in the Contract, then eitl�er party to the Contract may reque�t an adjustment ta the unit price on the portion of the work that is above 125%. b. When the quanhty of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Cantract, then eitl�er party to the Contract may request an adjUstment to the unit �rice. 1 I.04 Plans Quaniity Measurement A. Plans quantities may or may not represent the exact quantity of work �aerformed or material moved, handled, or placed during the e�ecution of the Contract. The estirnated bid qt�antities are designated as final payment quantities, unless revised by the governi�g Section or this Article. B. If the quantity measured as o�tlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Pay�nent Procedures" for specific Iterns) from the tatal estimated quaaatity far an individual Item or�ginally shown in the Contract Documents, an adjusf�nent may be made to ihe quantity of authorized work done for payment pur�oses. The party to the Con�ract requesting the adjustment wi11 provide £'zeld measurements an.d calculatior�s showing the f na1 quantity for whzch payment will be made. Payment for revised quantity verill be made at �e unii price bid for Y.hat Ttem, except as provided for in Article 1Q. C. V�hen quantities are revised by a chatige in design appro�ed by the City, by Change Ord�r, or to conect an e�rrar, or to eorrec� an error on the pla.�s, the plans quantity will be increased or decreased by the amaunt involved in the change� and the 25% variance wili apply to th� �ew plans quantity. D. If ihe total Contract quantity rnultiplied by the unit price hid for an zndividual Item is less than $250 and the Item is not originally a plans quanfiity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the fmal quantity as a plans quantity. CITY OF FORT WORTH BID CONSTTtUCTION SPECIFICATiONDOCUMENI'5 December 2021 Eagle Mountain & Westside WTP City Project No. 1U3335 00 �z oa G�N�RAL C:OAIDITIONS Page 46 oFG4 E. For callaut work ar non-aite specific Contracts, the plans quantity m�asui•ement requiremen�s are not applicable, ARTICLE 12 — C�ANG� OF CONTRACT PRICE; CHANGE �F CONTRACT TIME 12.01 Change of Contract Pr�ace A. The Contract Fi-ice may only be changed h�r a Change Ordez•. B. The value of any Work covered by a Change Order wi11 be deterntined as follows: �. where the Work involved is covered by uxzii prices contained in the Contract Documents, by �pplication of such unit prices to the quantities of the items in�olved (subject to the provisions of Paragraph I 1.03}; or 2. where the Work involved is not covered by unit prices contained in the Cantract Documents, by a z�utuaIly ag�reed lump sum or unit price {which nzay include an allowaz�ce foar overhead and profit not necessarily in accorda�ce with Paragraph I2.O1.C.2), and shall include the cost of any secondary impacts tY�at are f�reseeable at the time of pricing the cost of Extra Woilc; o�• 3. where the Worlc involved is not cover�d by unit prices contained in the Contract Dacuments and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on tbe basis o� tk�e Cost af the Worlc {determined as provided in Paragraph 11.01} plus a Contractor's fee for ov�rhead and profit (deterrz�ined as provided in Paragraph 12.01.C). C. Contr�acto�'s Fee: T�a Contractor's additiona� �ee fox overhead and profit shall be detei�mined as fallaws: 1. a mutually acceptable fixed fee; ar 2. if a fixed fee is not agreed upon, then a fee bas�d on the foIlawing percentages of the various portions of the Cost o� thc Work: a. far costs incurred under �aragraphs I 1.O1.A.1, 11.0 I.A.2. and � 1.O1.A.3, the Contrac�or's additional fee shall be I S percen� except for: 1) renial fees for Contractor's own equipmenfi using standarti rental rates; 2) bands and insurance; b. far costs incurrcd under Paragraph 1�.0 J..A.4 and 11.0 I.A.5, the Contractor's fee shall b� five percent (S%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and CITY QF FORT WORTH BID COAl3TRUCTION SPECIFICA'1'IqN 170C[1MEI�TTS Decei�iUar 2021 Eagle Maur►Cain & Westside 1WTP City Project No. 103335 00 �a o0 GENERAL CO.NDITI03VS Page 47 of 64 12.O1.C.2.b is that the Subcantractor who actually perforta�s the Work, at whatever tier, will be paid a fee of 15 percent ai'the casts incurred by such �ui�contractoX ur�der Paragraphs 11.01.A.1 and 11 A LA.2 and that any higher tier Subcantractor and Contractor will each be pud a fee af five percent (5°/a) of the amount paid to the next low�r �ier Subcontractor, however in no case shall the cwnulative total of fees paid be in excess of 25%; c. no fee shalI be payable on the basis of casts itemized under Par-agraphs 11.O1.A.6, and 11.O1.B; d. the amount of credit to be allawed by Contractot• ta City for any change which results in a net decrease in cost will be the amount of the ac�ual nei decr�ase in cost plus a deduction in Contractoz-'s fee by an amount equal to five percent (5°/o) o£ such net decrease. 12.02 Chrxnge of Contract 7'ime A. The Contraet Time may only be changed by a Change Order. B. No extension of the Contract Time wi11 be alla�red for Extra Work or for claimed delay uz�less the Extra Work contemplated or claimed delay is shown ta be on the criticaX path of the Project Schedule or Contractar can show by Gritical Patb Method analysis how the Ext�a Woz�C ar claimed delay adversely af�ects the criiical path. 12.03 Delays A. Where Gontract�r is reasonably delayed in �e p�rforma.�ce or completion of any part oi the Work witk�in the Coni�act Time due tfl delay beyand the contz'ol of Contractar, the Contract Time may be e�tended in an amount equal ta the time 1o�t due to such delay if a Contract Claim is made therefor. Delays beyond the cdnfxol of Coritractar shall include, but not be limited to, acts or neglect by City, acts or negle�t of utility owners or other cont�actors perforrrvng other work as contemplated by Article 7, fires, floods, epide�nics, abnor�nal weather conditions, or acts of Goc�. Such an adjustment shall be Contractor's �ale and exclusiv� remedy for the de�ays descaribed in this Parag�raph. B. Tf Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (iricluding but not li_mited to all fees and charges of engineers, architects, attarneys, and ather professionals and all c4urt or arbitration or other dispute resolution costs) sustained by Cont�actor on or in connection with any other project oz' ant�cipated project. C. Contractor sh.a�l not be entitled ta an adjustment in Coniract Price or Contract Time for delays within the contral of Contractor. Delays �fitributable ta and within the control of a Subcon�actor or Supplier shall be deemed to be delays within the cantx�ol of Cantractor. D. The Contractor shall receive na compensation for delays or hindranees to the Worlt, except when direct and unavoidable extra cost to the Coniractor is caused hy �he failure of ih� City to provide informatian or rnaierial, [f any, which is ta be furnished by the City. CI'FY QF FORT WORTH BID CQNSTRUCTIQN SPEC�iCATION DOCiIMENTS Decemher 2021 Eagle Mountain & Westside WTP Ciry I'rajectiVc�. ]03335 00 �z o0 GENERAL CQNDITIO%!S Page A$ of CuL ARTrCLE 13 -- TE�T� AND INSPECTI�N�; CORRECTION, REMOVAL OR AC�EPTANCE QF DEFECTIVE WORK 13.01 Notice of Defects Notice of aIl defective Work of which City has actual knovcrledge will be given io Cont�•actor. Defective Work may be rejected, carrected, oz• aceepted as provided in this Article 13. 13.02 Access to Work City, independent testing laborataries, az�d governmental agencies with jurisdictional int�rests will have access to tk�e Site �nd the Work at reasonable times far their abservatiaza�, inspect�on, and testing. Coniractor sha11 provid� them prpper and safe conditions for such access and advis� them of Cont�actor's safety proceduzes and programs so thai they may c�mply therewi�lz as applicable. 13.03 Tests and Inspections A. Contractor shall gi�e City tirnely notice of readiness of the Wark for aIl required inspections, test�, or approvals and shall coopexate wit1� inspection azad testing personnel to facilitate required inspections or tests. B. I� Conhact Dacuments, Laws or Regulaiians of any public body having jurisdictic�n xequiure any af the Work (a� part thereo� ta be insp�ct�d, tested, ar approved, Contractor shall assume full responsibility for airanging an.d obtaining such independent inspectians, �esis, retests or approvals, pay all costs in connection therewith, and furnish City �e required certificates of inspection or approval; excep�ing, however, those fees specifically ideniified in the Supplementazy Conditian.s or any Texas Department of Lic�nsure ax�d Regulatian {TDLR) ix�spections, which sha11 be paid as de�crib�d in �he Supplementazy Conditions. C. Contractor shall be responsible �or arranging and olatai.zaing and shalI pay aIl costs in connection with any inspec�ions, tests, re-tests, or approvals required for City's acceptance o� materials or equipment ta be incorporated in the Work; ar acceptance of matez�als, mix designs, or equipment submitted for appr�val prior to Contractor's purchase thereof for incorporation in th� Worlc. Such inspectaons, iesis, re�tests, ar appravals shall be perform�d by arganizatioz�s acceptahle to City. D. City may aY�'ange for the services of az� independent testing lahoratory {"Testing Lab") to perfoz�a any inspec�ions or tests ("Test�ng"} for any pat� af the Work, as deterniined solely by City. 1. City will c��ardinate such Testmg to the extent possible, with Conl;ractor; 2. Should any T�sting under this Section 13.03 D result in a"fail", "did not pass" or otiher similar negative rest�lt, the Contractor shall b� respansible ffl:r paying for any and all retest,s. Con�ractor's cancellation without cause of City initiated Testing shall be deemed a nEgative result and requiz'e a retest, Cl'T'Y O� FORT WORTH BID CONSTRUCTION SFECIP'ICATION DOCUMENTS becemher 2q2] Eag[e Moimtain & Westside WTP City P�nject No. 103335 oa �2 oa GEAI�RAL CONAITIONS Page49 of64 Any amounts owed for any retest und�r this Section 13.03 D sk�aI1 be paid directly to the Testing Lab by Contractor. City will forward all invoices for retesis ta Contractor. 4. If Contractor fails to pay the Testing Lab, City vvill not issue Final Payment until the Testing Lab is paid. E. If axzy Work {or the woric of others} that is to be ir�spected, tested, or appraved is cove�'ed by Cantractor without written concurrence of City, Contractor shall, i� requested by City� U11COV�P such War1c fo� observation. F. Uncoveri�g Work as provided in Paragraph �3.03.E sha11 be at Contractor's expense. G. Contr-actar sha11 have the right to rnake a Contract Claim regarding any retest or invoice issued undex Secrian 13.Q3 D. 13.04 Uncove�ir�g Work A. If any Work is co�eied contrazy to the Con#�act Documents or specific instructions by the City, it �.ust, if requested by City, be uncovered £or City's abservation and replaced at Confiractor's expense. B. If City consideis it necessary or advisable that covered Work be observed by Cxty ar inspected or tested by othez•s, Cantractor, at City's request, shall w�.caver, expose, or otherwi�e make available far obscrvation, inspection, or test�in.g as City may requira, that portion of the Wark in question, furnishing all �ecessary laboz, material, and equiprne�t. 1. If it is found that the uncovered Wark is defective, Contractox shall pay all claims, costs, lossas, and damages (including l�ut not Jamited to all fecs and charges oi engineers, architccts, attorneys, and other pxo�essionals and all caurt or other dispute resolutian costs) arising out o� or relating to such uncoveting, expasure, obs�rvation, inspectran, and test��.g, and af satisfacto�y replacement or r�con5truction (including but not limited to all costs of repair or replacernent of work of others); or Crty s�ail be en�itled to accept defective Wark in accardanee with Parag�aph 13.08 in which case Contractor shall still be respor�sihle for aIl costs assaciated with exposing, observing, an.d testing �iie defecti�e Worl�. 2. If the uncovexed Work is nat found ta be defective, Can�r'actar skall be allowed an increase in the Contract Price or ax�. extensian of the Contra.ct Time, or both, di�ectiy atl�ibutable to such uncovering, expasure, observation, inspection, testing, replacement, and reconsiruciion. 13.05 City May Stop the Wark If the Work Es defective, or Contractor fails to supply sufficient sl�lled wor�Cers or suitable mate�ials ar eqiupment, ar faiis to perForm the Warlc in such a way that the compieted Wark wi11 conforrn to t1,e Contract Documenis, City may arder Contractor to stop the Work, or any partion thereof, until the cause for such order has been eiiminated; however, this right of City to stop the Work shall no� give r�se to any duty on the part of City to exercise this right for the bene�t of Contractor, any CITY OF P'ORT WORTH BID CO3VS`iRiTCTIQN SPECIF'ICATION DpC[JMF.NTS Decembei' 202 L Eagle Mouniain & Westside WTP City Pmject No. 103335 q07200 GHNERAL CdNDT�'IONS Page SO of &4 Subcantractor, any Supplier, any other individual or entity, or any surety for, or einployee or agent of an.y of them. 13. a6 Correction or R�moval of De�'ective Work A. Prflmptly after receipt of written notice, Cantractor shaZl correct all defective Work pursuant to an acceptable schedule, whether or n�t fabricated, ins�ailed, or completed, or, if ttae Warlc �as been rejected by City, remove it from th� Project and replace it with VVorlc that is not defective. Cont�-actor shall pay aIl claims, costs, additional tssting, losses, and darnages (including but noi limited to all fees and charges af engineers, arckitects, attorneys, and other professionals and a11 CD111'� OT a�bit�ation or oth�r dispute resolution cos�s} arising out of ar relating to such con•ection or removal (including but not limited to alI costs of repair or replacement of w�rk of othexs). Failure ta require the removal af any defective Warlc s�all not constitute acceptance of such 'V�'ork. B. When coY�recting de�eetive Work under the ierms of this Paragraph 13.06 ar Paa-ag�-apk� 13.07, Contractor shall tal�e no action thai would void o� otherwise izxzpair City's special warranty and guarant��, if any, an said Work. 13.07 Cor�r^eclion �eriod A. If within t�a (2) years a.fter tl�e date of Final Accepta.nce {or such longer period of tlme as za.ay be px•esczibed hy the terms of any a�plicable special guara�tee required by the Contract Docu�nents}, any Work is found ta be defective, or if the repair of any damages to the la�d or areas made avaalab�e for Contracior's use by City or permitted by L�.ws and Regulations as con.templated in Paragra�h 6.IO.A is fourld ro be defecrive, Contractor shall prom�tly, wi#hout c4st to City and in accordance with City's written instructions: 1. repair such defec�ive land or areas; or 2. carrect such defective Worlc; or �, i� tlxe defective Work has been rejected by City, remove it from the Froject and replace it with Worlc that is not def�ctive, and 4. satisfactorily correct flr repai�r or remave and replace any damage to other Warl�, to the war�c of others or other land or areas resulting therefrom. B. I� Conixactor does not promptly comply with the term� of City's writ�en instruction�, or in an emergency where d�lay �rould eause sez�ous risk of loss or damage, City �nay ha�ve the defec�ive Work corrected or repaired or may have the rejected Work r�moved and replaced. All claims, costs, losses, and damages (inciuding but not Iimited to all fees and charges of engin�ers, archit�cis, attorneys, and other profe�sionals and all court or oth�r dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but nat lirnited to alI costs of xepai�• or replacement of work of others) will �e paid by Contractor. CITY OF FORT WORTH BID CONSTRUC'I'ION SPECII'ICATIQN DOCi]IvIENTS Decembar 202 i Eagle Mountain & Westside WTP City Praject No, i Q3335 00 72 00 GCN�RAL CONDITIONS Page 51 of G4 C. In special circumstanc�s where a particular item of equipinent is plac�d in eontinuous service before Final Acceptance o�all the Work, the correction period for that item rxaay start to zun frorn an earlier date if so provided in the Coniract Docurnents. D. Whe�'e defective Work (and damage to ather Work resulting tl�erefrnm) has been corrected or remaved and replaced under this Paragraph 13.p7, f.he correction period hereundar with respect to such Wark may be requir�d to be extended for an additioz�al period of one year after the end of the initial coa�reciion period. City shall pravide 30 days written notice to Contractor shauld such additioz�al wat�anty coverage be required. Contractor rnay dispute this requirement by filing a Contract Claim, pursuant io Paragraph 10.06. E. Cantracto�'s obligations under this Paragraph 13.�7 are in addition to any other obligation or wa��ranty. The provisions of tl�is Paragraph 13.07 shall not be con.st�ued as a substitute for, ar a waiver of, the provisions of any applicable sta.tute of limitation ar repase. 13.08 Acceptance of Defective War�k If, instead of requirin.g carrec�ion or rerrioval and replacement of defective Work, City prefers to accept it, City may do so. Coniractor shall pay all claims, cos�s, losses, and damages (including but not lirnited to a11 fees and charges of engineers, architects, attorneys, and otber professionals and all cout-� or other dispute resolution costsj atfi�xbutable to City's e�aluatiQn of and deter�nnznation to accept such defective Work and for ihe diminished value of the Woxk to the ext�nt not otherwise pa.id by Contractor. If any such acceptance occurs prior to Final Acceptance, a Char�ge Order will be issued incorporating the necessary r�visions in the Contract Docurnea�ts with respect to the Work, and City shall be ent�tled to an appropzti.ate decrease in the Contract Price, reflecting t�.e dirnrnished value of Work so acce�ated. 13.09 City May Correct Defeetive Wa�k A. If Contractor fails within a reasonahle time after writ�en notice from City to corz-ect defect�ve Work, ar to remave and replaee rejec�ed'VJork as required by City in aceordance with Paragraph 13.4b.A, or if Contractor fails to perfoz�m the Wark in accordance with the Contract Documents, or if Contxactar fails to camply wiih any other provision of khe Con�ract Docurnents, City may, after seven {7) days written notice to Can�ractor, correct, or remedy any such deficiency. B. In exercising the rights and xemedies undear this Paragraph 13.09, City shall proeeed expeditiously. In connection with such corrective or remedia! aciaon, City may exclude Contractar from all or part of the Site, take possess�an of all ar part of the Work and suspend Contractor's services related thereto, and incorparate in the Work a11 materials and equipment i�corporated in the Warlc, stored at the Site o�- foz w�ich City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, emplayees, and City's other coritractors, access to the Sit� to enable City to exercise th.e rights and remedies under this Paragraph. C. AlI claims, costs, lasses, and damages (including but not limited to all fees and charges af er�gineers, architects, attarneys, and other �rofessionals and all court or other dispute resolution CITY OF FORT WdRTH BID C�NSTRLFGTI01�f SP�CIFICr1TTOlV DOCITMENTS �ecember 2421 Eagle Mauntain & Westside WTP CiEy Project No. 103335 on �z o0 GENEI2AL COIYDITIONS Page 52 nEfi4 costs} incurred ar sustained by City in exercising the rights and rem�dies under this Paragraph 13,09 will be charged against Contractor, and a Change �rdet• will be issued incorporati�g tl�e necessaiy Y•evisions in the Cont�-act Documenis with respect tQ the Worl{; and Ciry shall be en�itled to an app�-op�iate decrease in the Contract Price. D. Can1�•aetor shall not be allowed an extension of the Con�ract Tirz�e because of any delay in the perfox-mance of the Work attributable to the exercise of City's rights and rernedi�s unde�• this Parag�raph 13.09. ARTICLE 14 — PAY'MENTS TO CONTRACTOR AND CUMPLETION 14.01 Schedule of Values Tkze Schedule af Values for lump sum cor�tracts established as provided in Paragraph 2.07 wiIl sei-ve as the basis for progz•ess paymen�s and wi11 be incorporated into a form of Applicatiion far Payrnent acceptable to City. Progress payments on account o� Unit Price Worl� wi11 be ba5ed on the number af units compleied. 14,02 Pt^ogress Paynzents A. Applications for Pctyme�cts: 1. Contractor is respflnsible for pro�idang a11 information as required to becomc a vendor of the City. 2. At least 20 days before the date established in the General Requirements fc�r each progress payment, Cont�•actor sha1l subm.it to City for review an Application f'or Paymenf filled aut a�d signed by Contractor covering the Work completed as of �he date of the App�ication and accompaniecl l�y such supporting documentation as is required by the Contract Documents. 3, If payment is requested on the basis of materials and equipment nat incorporated in th� Work but delivered and suitably stored at the Site or at another location agreed tc� in writing, th,e Application for Payment shall alsa be accompanied by a bill of sale, invoice, or other documentation warranting �at City has received the materials and equipin�nt free and clear of all Liens and evidence that ihe materials and equipz�r�ent are covered by approp�iate insurance or other arrangements io protect City's interest therein, alI of which must be satis�act+ory ta City. �4. Beginning with the second Applieation for Payrnent, each Applica�ion shall include an a.ffidavit of Contractor stating �at }�revious progress paymeats received on account of the Wark have heen applied on account to discharge Contractar's Iegitiz�aate obligatians associa�ed with prior 14pplications for Payment. 5. The amount of reta�nag� with respect to pz•ogress payments wiil be as stipulat�d in the Cont�act Documents. CITY OF FORT WORTH Eagle Mountain & Westside WTP BID C�N5TRUC`1'ION SPECIFICATIpN DOCiJ1vT�.NTS City Pinject No. 103335 Deceniber 2Q21 oo �a o� GFN�RAL CONDITIONS Page 53 of 64 B, Review afAppiications: 1. City will, after receipt a� �ach Application for Payment, either indicafe an �'it7ng a recomrnendation of payment or return �he Application ta Coniractor indicating reasons far zefuszng payrnent. In the latter case, Cant�•actar may malce the necessaxy corrections and resubmit the Application. 2. City's processing of any payment requested in an Application �or Payment will be based an City's ohseivatians afi the executed Work, and on City's review of the Application for Payment and tbe accompanying data and schedules, that to the best of City's l�nowl�dge: a. tk�.e Worl� has progressed to ihe point indicated; b. the quality of the Work is generally in accot'dance with the C�ntraet Dacuments (subject to an evaluation of the �?�7orlc as a fiinctioning �hole prior to or upon Final Accep�ance, �he results of any subsequent tests cail�d %r in the Contract Documents, a fi�al deternvna�ion of quantities and classifications for `]Vork per£ormed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. P�ocessing any such payment will not thereby be deemed to ha�ve repz�sented tliat: a. inspections tnade to eheck the qualily or the quant�ty �f the Work as it has been perfo�med have been: e�austive, ex�ended to every aspect of the Work in progress, or in�olved detailed inspections of �he Work beyox�d the responsibilities specifically assigned to City in tiie Contract Document�; or b. th�ere may nat he ofiher matters or issues between the parti�s t1�at n�ight entitle Contractor to be paid additiAnally by City or entitle City to withhold payment to Conixactor, ar c. Con#�actor has complied with La�s and Regula�tions applicable to Contractor's performance of the Vl�ork. 4. City may refiise ta pracess the whole or any part of any payment becau�e o� subsequently discovered evidence or ihe results of subseque�t inspections or tests, and revise or revoke any such paym�ent preaiously made, to such extent as may be necessary to protect City from Ioss because: a. the Wark is defectsve, or the completed Work has been damaged by' the Contract�r or his subcontractors, requiring ea�rrectio�t or replacement, b, discrepar�cies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective V47ork or complete 'Work in accordance with Paragraph I3.09; or CFI'Y OF FORT WORTFI Eagle Mountain & Westside WTP B1D C01V$TRUCTION SPECiFICATiON DOCiTMENTS City Project No. 103335 IJececnber 2021 no �2 ao GENERAL C01�1JITTON5 Page 54 of 64 e. City ha� actual knowledge of the occurr�nce of any ot` the events enumerated in Pai•a�•aph 15.02.A. C, Retainage: l. �o�• conttacts less than $400,000 at the time of execution, reta.inage shall be ten percent � 1 O��b�. 2. Far ca�tracts greater �han $400,�QQ at the time of e�ecution, retainage shall be five �ereent {S%). D. Liquidated Damccges. Far each calendar day that any work sball remain uncpmpleted after the time speci�ied in the Cnntract Docuar�ents, the sum per day specified in the Agreement, will be deducted frozxi the monies due the Cont�acior, not as a penalty, but as liquidated damages suffered by filie City. E. Payment: Contractor wi11 be pasd pursuant to tl�e xequirements of this Article 14 and payment will become due in accoz•dance witl� the Contract Doeuments. F. Reduction i�a Paymeni: I. City rnay refiise to malce payment of ihe arnount raquested because: a. Liens have been file� in connectio� r�ith the Work, except whare Contractar has delivered a sp�cific bond satisfactozy to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against tf�� amoun� recom�nended; ar c. City has actual knowledge of the occurrence of any of �he events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e �r Paragx-aph 15.02.A. 2. If City refirses to rnake payment of the amount requested, City will give Coni:ractor written na�ce stating the reasons for such action and pay Contractor any amou.nt rernaining afher deduciion of tlae amount so withheld. C�ty shall pay Contxactar the amount so withheld, ar auy adju�t�ment tk�ereto agreed to by City and Contractor, when Contractor remedi�s the reasans for such action. 14.03 Contractor's Warr�anty of Title Contractor warrants and guaran�ees that title to all Work, materials, and equipment covered by any Application for Paynnen.�, whetl�er incorporated in the Project or nai, will pass to City no later than the tirrie of payment free and clear of all Liens. CITY OF �'ORT W012TH �agle Movntain & Westside WTP BID CpNSTRUCTION SPECICICATIaN DOCUMENTS City Project No. ] 03335 Decembar 2021 00 ��. o0 GENERAL COI�317ITi0I�fS Page SS of fi4 14.04 Partial Utilization A. Pri�r to Final Acceptanc� of all the Work, City may use or occupy any substantially compl�ted pai�t of the Work which has specifically been identified in th� Cantract Documents, ar which City, deke�mines constrtutes a separately functionin� and usable part of the Wark that can be used by City for i�s iniended purpose withaut significant interference with Contractor's perfotrrkamce of the remainder of the Work. City at any time may no�ify Co�tractor in writing to p��nit City �o use or oceupy any such paz-t af tl�.e Woxk which City detarmines to be ready for its intended �.se, subject to the followirig conditions: 1. Contractoi at any ti.zx�e may natify City in writing that Contractor cansiders ax�y such part of the Wark r�ady for its iniendec� use. 2. Within a z-easonable time after notification as enumerated in Paragxaph 14.05.A.1, City and C�ntractor shall make an inspec�ion of that part af �he Work to determine its status of com�letzon. If City daes not consider that part of thc Work to be substantiallq complete, City will nfltify Contractor in writing giving tlae reasons tl�erefor. 3. Parttai Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written natice fram Contractor that the entire Work is complete in accordance with the Contract Docurnents: 1. wi#hin 10 days, City will schedule a Final Tnspectian with Contractor. 2. City will notify Contractor in wr��ing af all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately talce such measures as are necessary to corraplete sucl� V4Tork ar remedy such deficiencies. B. No t�me char�e will be made against the Contractor between said date of notifica�ion of the City and the date �� Finai Inspectzon. Should the City determine that tlae Work is nat ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 1.4.Q6 Final Acceptance Upon completion by Contractor to City's satisfaction, af any additional ViTark identifted in the F�irzai Inspection, Gity will issue to Contractor a�etter of Final Acceptance. C[TY O� FORT WORTH SID CONSTRUCTION SPECII�'ICATIbN DOCUML+NTS Deceanber 2421 Eagle Mounfain & Westside WTP Ciry Pinjeat No. 1 U3335 aa �2 oa GENERAL CONDITIONS Page 56 of b4 14,07 Final Payment A. Application for Pcrynzent: 1. Upon Final Acceptance, and in the opinian of City, Contractior may mal�e an applicat�an for final pay�e�t fallowing the procedure #'or progxess payments in accordance with �he Conlxact Document�. 2. The final Application for Payment shall be accflmpanied (except as previously deliv�ered) by: a. alI documentation called for in the Cantract Documents, irlcluding bu� not li�ited. to the evidence af insu�•ance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of alI pending or released Damage Claims against �ity that Contraetar believes are unsettled; and d. af�davits of payrnents and complete and 1ega11y effec�ive releases or waivers (satisfactoiy to Gity} af all Lien rights arising out of or Liens filed in connection with th� Work. B. Paymer�t Becomes Due: 1. Aftef City's acceptance of the Application far Payment and accompanying dacumentat�an, requested by Contracta�-, less previous payrnen�s made and any sum City is ent�tled, including but not limited to liquidated damages, �ill becomc due and payable. 2. After a11 Dam�.ge Clai_ms have been resoi�ed: a. directly by the Contractor or; b. Contractor provides evid�nce that the Damage �lairn has be�n reporte� to Contractor's insu�rance providez for resolution. 3. The making af the fuial payment by the Eiry shall not relieve the Contractor of any guarantees or other requirements of tlle Contract Dacumez�ts which specifzcally continue thexea:Fter. I4.Q8 Final Campletian Delayed and Partial Retairaage Release A. If fnal completion of the Work is �igni�icantly delayed, and if City so confirms, City may, upan receipt of Contraetor's f nal Applicatian for Payrrlent, and without terminating the Con.tract, make payment of the balance due for that portian of the 'L�iork fully cornpleted and accepted. If the remaining balance to be h�ld by City far Worlc not fi�lly coinpleted or corrected is less than the r�tainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payme�t of the balance due fior that CITY OP CORT WpR'CH Eagle Mountain & Wcstside WTP BII) CONSTRUCTION SPECIFICATION DOCUMENTS GiEy Praject No. 103335 Decembez� 2021 00 �z oa G�NERAG CON�ITIONS Page S7 of G4 partion of the Work fiilly completed and accepted shall be subrnit�ed by Cnntractor to City with the Application for such paymeni. Such paytnent shall be made under the tez-ms and canditians governing final payment, except that it shall not coz�stitute a waiver of Contract Claims. B. Par�ial Retainage Release. For a Contxact that provides for a separate vegetative establishment and xnainte�a�nce, and resi and performance periods following the completion of all ather cons�r-uction in the Contract Documents for alI Worl� locatia�s, t�e City may release a portion of the amourrt zetaixxed provided that all oY�er work is completed as determined by the City. Before the release, all submittals ar�d fmal quantities must be completed and accept�d for all other u�ork. An amounfi sufficient to ensure Contract co�nplianc� will be retained. 14.09 Waiver of Clairras The acceptance of final payment will eonstitute a z'elease af the City from all clairns ar liahilities unde�' the Contract for anything done or fut�ished or relating to ihe work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SiTSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and withaut cause, City rnay susp�nd �h� Work or any portion thereof by wriiten notice to Cont�•actor and which may fix the date on which Woxl� will be resumed. Contractor shall resume the Work on the da�e so fi�ed. During temparary suspension of the Worlc covered hy tll�se Coniract Documents, for any reasdn, the City wi[1 nnal�e no extra paymen� far stand-by time of consiruction equipxnent and/or constructian crews. B. Should the Contractar not be able to coxz�plete a portian of the Projact due to causes beyonci the cantxol af and without the fault or negligence of the Contrac�or, and should it be date�a.ined by mut-ual consent of the Con�ractar and City tixat a solution to allow construction to proceed is not available within a reasonable period of time, Cantractor may request an extensxon in Cani�'act Time, directly attributable ta any such suspension. G If it should beeorne necessary to suspend ihe Work for an indefmite peri�d, the Con�ractor shall store all materials in such a manner that they vcrill not obstruct or impede the public unnecessarily nor become datnaged in a�y way, and he shall take every precaution to prevent damage or deterioration of the work performed; k�e sha11 pravide suitable drainage about tne wark, and erect temparary structures where necessary. D. Contractor rnay be reimbursed fnr the cost of moving his equipment off the job and retuz�in.g the nec�ssa.iy equipment to the jab when it is c�eter�ined �y the Gity that canstruction may be resu�zed. Such reimbursem�nt shall be based on actual cost % t�e Contractor af maving the equipment and no pro�t will be allowed. Reimbuz'sement may not be allowed if the equipment is moved ta ano�her construc�ian project for the City. CITY aF PflRT WQRTH BII7 CONSTRUCTIOIV SPECIFI�ATTON DOC[]MEiVTS �ecember2D21 Bagle Mountain & Westside WTP City Pinject No. 143335 00 72 �0 GENERAL CpNDTTIQNS Page 58 of G4 I5.02 Ciiy Mtty Terminate for Cause A. The occ�rence of any ane or mare af the followiar�g event� by way of example, but nat of limitation, zxzay justify termination for cause: 1. Contractor's persistent fail�re to perfoi�n the Work in accordance witk �he Cantract Docurn�nts {including, but not li�r�ited t�, failure ta supply sufficient skilled workers or suita�le materials or equipment, fa�Iure to adhere to the Project Schedul� established under Paragraph 2,07 as adjusted from time to tim� pursuant to Paragraph b.04, ox failuze ta adhe�•e to the City''s BU5II1�58 Diversity Enteiprise Ordinance #20020-12-2011 established under Pa.ragraph b.06.D); 2. Conh•actor's disregard of Laws or Regulations of any public bod�r having jurisdictian; 3. Cont�•actor's repeated disregard of the authority o� City; ar 4. Canh•actor's vialation in any substantial way of any provisions of the Contract Documents; oz• 5. Conixactar's failure io promptly malce good any defect in materials or worl�nanship, or def�cts of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication �at tbe Cantractar has made an �authorized assignment of ihe Con.t�-act ar any funds due therefrom for the benefit of any creditor or for any other purpose; o�• 7. Substantial evidenc� that the Coni�•actor has became insolvent or bankrupt, or otherwise finaxtcially unable to carry on the Worlc satisfactorily; or 8. Coniractor commences legal action in a court of competent jurisdiction against tl�e City. B. If one or more of �he events ident'rfied in P�ragraph 15A2A. occur, City wi11 provide vvritten notice to Contractor and Surety to arrange a canference with Contxactor and Surety to address Contractoz'� £ailure to perform the Work. Conference shall he heid not later than 15 days, after receipt of notice. 1. If the City, th� Contractor, and the Surety do not agree ta allow tYze Goniractor to proceed to per�arm the cozzsixuction Cantract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default abd formally terminate tkae Co�iiractor's z�ight to complete the Con1ract. Contractor default sl�all not be declared earlier than 20 days a.f�er the Contractar and Surety have �-eceived notice of conference to address Cantractor's failure to perform th� Work. 2. If Contractar's services are terminated, S�.urety shall be obligated to take over and perform th� Work. If Surety does not commence performance thereof within IS consecutive calendar days after datie of an addi�ianal written notice demanding Surety's perFartnance of its CiTY DF P'ORT WORTH Eagle Mountain & Westside WTP BID CONSTRUCTIdN SP�CIE'TCATION DOCUMETITS City Projeet Na. 103335 Deeember 202I oonoo GENERAL CONDITIDNS Page S4 of 6�6 obligations, then City, �vithout process or action at law, may take over any partian of the Work and complete it as described below. a. If City completcs the Work, City may exclude Confiz�actox• and �urety from the site and take possession o� the Wark, and all materials an� ec�uipment incorporated into tk�e Work stored at the �ite or for which City has paid Contractor or Surety but w�ich are stored elsewhera, and �iz�ish �he Warlc as City may deem expediant. 3. Whether City or Surety campletes the Work, Co�tractor shall nai be entitled to receive any fiz�khez- payment until the Worl� is finished. If the unpaid balance o£ the Contract Price exc��ds a.11 claims, casts, losses and damages sustained by City arising out of or resulting fiom coxr�.pleting the Work, such excEss will be paid to Contractor. If such claims, eosts, Iosses and damages exceed such unpaid balance, Con�ractor shall pay tl�e difference to City. Such claims, costs, losses a�d damages incuxred hy City will be incorpoarated in a Change Order, provided that whe� exercising any r�ghfis or remedies under this Paragraph, City shall not be required to obtain the lowest price for tha Work perforrned. 4. Neither City, nor any of its arespective consultants, agents, officers, directors oi- ezx�pl�yees shall be in any way liable or accountable to Coni�•actor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or foz- the price paid therefor. 5. City, notwitl�.standing the m��hod used in completing the Contract, shall not forfeit the right to recover damages fram Contractor or Surety for Contractor's failure to timely complete the entu•e Contract. Contractor shall not be entitled ta any claim an accoun.t oi the rnethod used by City in cornpleting the Contraet. b. Main�enance of the Worlc shall continue to be Contractor's a.nd Surety's respansibilities as provided for in the bond requirements of the C�ntract Documents or any special �uarantees pro�rided for under the Coniract Dacuments or any ot.�er obligations otherwise prescribed by law. C. Notruithstanciing Para�raphs 15.U2.B, Cantz'actor's services vvill not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to coarzect its failure to perfarm and proceeds diligenily to cure such �ailure within no more t.�an 30 days of receipt af said notice. D. Where Contractor's services have been so terminated by City, the terminaiion will nflt affect any rights or z-emedies af City against Contractor ihen existing or which may thereafter acerue. Any retention ar payment of moneys due Contr�ctor by City will not release Contractor fro�n liabiIity. E. If and to the extent that Contractor has provided a perFormance bond under the provisions of Para�raph 5.�12, the ferm�'tnation procedures of iha� bond shall not supersede the pravisions of �his Article. CITY OF FORT WORTH BID CONSTRUCTIflN SPEC�ICATTON DOCUMENTS Decem6er 2D21 Ea�le Mountain & Westside WTP City Project No. 103335 00 72 00 C`rEN�RAL CONDfTIONS Page GO of 64 15.03 City Mcay Terminate For Convenience A. City may, wi�hout cause and without prejudice to any other right or rem�dy of City, terminate the Con�iact. Any te�7nination shall be effected by mailing a�otice of �e tezlxiin.ation to the Contracto�• specifying the extent ta which performa.nce of Woi•k under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Sezvice Mail by the City, Further, it shall be deemed conclusively presumed an.d established that such termination is made wrth just cause as therein stated; and no proof in any cla.im, demand �r suit shail be required of the City regarding such discretianary actian. B. After r•eceipt af a notice of termination, and except as othei�,vise direct�d by the Ciry, the Coniractar sha.11: 1. Stop wotic under tke Cont�•act on the d�.te and to tb.e extent specified in the notice of termination; 2. place no furthe� orders or subcontracts for materials, services ox facilities excep� as may be necessaay for cornpl�tian of such portion of the Wark under tkie Contract as is not te�-minated; 3. ter�ninate all o�•dei•s and suhcont�•acts to the extent that they relate to the performance ot' the Woil� ferminated by notice of termination; 4, transfer tit�e to the City and deiiver in the manner, at the ti�es, and to the e��ent, ii any, duected by the City: a. the fabi7cated or unfabricated parts, Wark in pxagiress, completed Work, supplies and other rnaterial produced as a part of, or acquired in cannection with the perfor�nance of, the Wark ierminat�d 6y the notie� of the termination; and b, the completed, or partially completed plans, dt'awings, information and oiher property which, if �ie Contract had beeza eompleied, wauld have been required to be furnished to the City. 5. complete performance of such Work as shall not have been tenc�z.nated by the noiice of termination; and 6. tal�e such act'ran as naay be necessary, or as the City may direct, for ihe proteciion and pres�rvation of the property related tfl its cantract whicn is in t�ie possession of the Contractor and in whieh the owner has or may aequire the rest. C. At a time not Iater than 30 days a�ter the terminaiion date specif ed in the notice of iErrnina�ion, ihe Cantractor may submit to the City a list, cex-tified as ta quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH Eagle Mountain & Westside WTP Blb CONSTRUCTION SPECIFICATIQN DOCiTMENTS City Pmject No. 103335 December 2021 00 �z oa GENERAL CONDITIOMS Page 61 of G4 D. Not later than 15 days �herea.fter, the Ci�y shall aecept title to such items provided, that the list submitted sball be subject to verification by the Ciry upon removal of the iterns or, ii the items are stored, within �45 days fram the date of submission of the Iist, and any n�cessary adjustments to co�reet the List as subnutted, shall be made prior to fina! settlement. E. Not later than 60 days after tl�e notice of terminatian, �e Can�ractor shall submit his teimination claim to the City in the fo tm and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day per�od by tl�e Cont� actar, and gran�ed by the City, any and all such claims s�all be conclusively deemed waived. F. In such case, Contractor shail be paid for {wiihout dupiication of any items}: 1. completed and acceptable Vdork executed in accordance �vith the Contract Documents pr�or to the effective da�e of termina�ian, including fair and reasonable surns for a�erhead and profit on such Wor]c; 2. expenses sustai�ed prior to the effectiwe date of termix�atian in performing services and fumishing labor, materials, or equipmenf as z-equired by the Contract Documents in connection with uncompleted W�rk, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable exp�Mses direc�l� �ttributable ta terrninat�on. G. Iu the event of the fa�l.ure of �ihe Contraetor and City to agree upon the r�vhole amount to be paid ta the Contractor by reason of the ierminatson af �he Work, the City shall determine, on the basis of information avaiiable to it, th� amount, if any, due to the Contractox by reason of the ter�nination and shall pay to the Contractor the amounts determined. Contractor shali not be paid on account of loss of a�ticipated profits or revenue or other econamic loss arising out of or resulting from such ternvnation. ARTICLE 16 — DTSPUTE RESOLUTION 16.01 Meihods and Proce�ures A. Either City or Contractor may request mediation of any Contract Glaim subznitted for a decision under Paragraph 10.06 b�fore such decision becomes �`�uaal and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submissian o� the request shall stay the effect a£Paragraph 10.06.E. B. City and Contractor shall parfiicipat� in the mediation process in good faith. The process shall be commenced within 60 days of filing of t��.e z�equest. C. If the Contract Clairn is not resolved by rnediatiorz, City's action under Paragraph 10.{�6.0 ar a denial pursuant to Paragrapk�s 10;06.C.3 or 10.06.D s�all become final a�nd binding 30 days after termination of the mediation un�ess, within that time period, City or Contractor: CITY DF FORT WORTH Eag1e Mountain & Westside WTP BIb CONSTRL[CTION SPECIFICATIpN DOCUNiENTS City Project I�io. 143335 Deceinber 2021 ao �z ao GE�iERAL C4NDITIOT�iS Page 62 aTb4 1, elects in writing to invok� any ather cEispnte resolutian pracess pro�ided for in the Supplementa�y Conditions; or 2. agrees with the otl�er parry to subxxut the Contract Claim to atlather dispute �•esolution process; or 3, gzves wz-itl-en notice to the oiher party o� the intent to submit the Contract Claim to a court of competent jurisdiction. ARTYCLE 1'� -- NIISCELLAIVEQIIS 17.01 GivingNatice A. Whene�er an� pro�ision of the Contract Docurnents requires the gxving of w�•itten notice, it will be deerned to ha�e been validly gi�en if: 1, delivered in person to the inclividual or to a meza�.ber of the firm or to an offic�r of the corporation �or whom it is ixitended; or 2. delivered at oi• sent by registered or certified rnail, postage prepaid, to the last business add�•ess l�nown to the giver af the natice. B. Business adcl�ess cha.n�es must be promptly made in writi�rig to the other party. C. Whenever the Contract Documents specifies giving notice by electranic m�ans such eleetroz�.i.c no�ice shall be deemed snf�icient upon confirmation of receipt by the receiving pa��ty, 17.02 Conaputatian c�f Times When any peripd of tzme is referred to in the Contract Docurnents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a Iega1 haliday the next Worl�ing Day s�a11 beco�ne the Iast day o�'the period. 17.03 Cumulaiiue Remedies The duties and obligations imposed by these Genez'al Conditions and the rights and r�medies availa�le hereunder to the parties hereto are in addition to, arid ar� no� �o be c��stxued in any way as a lirnitatian of, any rights and remedies available to any or all of th�m which are otherwise impos�d or available �y Laws or Regula�ions, by special warranty or guaratltee, or by other pravxsinras of the Contract Documents. The pravisions of this Paragraph ravill be as effective as if repcated specif ca11y in the Contract Documents in conneciian with each paz�icular duty, obligation, right, and remedy to which they apply, CITY OP FDRT WORTH Eag1e Mountain & Westside WTP BID C�NSTRUCTIbN SPEC�ICATiON DOCUMENTS City Project No. 103335 Decemher 2021 ao �� ao GENERAL COIVDTTIONS E'age 63 oFG4 17.04 Survival of Obligations All representations, �nd�r�nifications, wananties, and guarantees made in, required by, or given in accordance with the Conkact Dacurnents, as well as all continuing obligations z�dicated in the Cont�act Docurnents, vcTill survive fnal payment, c�ompletion, abd acceptance of the Work or tEi�rnination or completion of the Cont�aci ar �ezmination of the services af Contractor. 17.05 �eadings .Az�ticle and paragraph headings are inserted far convenience only and da noi constitute parts of these General Condition.s. END OF SECTZON CITY QT P012T WORTH BID CONSTRUCT[ON 5PECIT'ICA'I"107V D�CiIMENTS Decembar 202 [ Eagle Mountain & Westside WTP City Project No, 103335 00 72 60 G�N�RAL CqNDITIONS Page G4 ofG4 This page int�ntionally left blank CITY OF FORT WdRTH BID C�NSTRUCTION SPECIFICATIpI�! DOC.UM�NTS December 2021 �agle MoEintain & Westside WTP City Projeet No. 103335 00 73 Ofl - ] SUI'PL�IVIENTARY CONI71TipNS Page 1 of G SECTiON OD 73 Oa SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS S�p�lemen#ary Conditions These Supplementary Cond'ztions modify and supplement 5ection 60 '72 00 - General Condrtions, and otla�r provisians oith� Co�tract Docuuxents as indicated below. All pravisions of the General Condiiions that are modified or supplementecf re�ain in �'ull %rce and e�fect as so modified or supplemented. All pro�isions of the General Conditao�s which a�e not sp modiiied or supplemented remain in full force and effect. De%ned Terms The �erms used in these Suppiementary Conditians which are deiined in the General Conditions have the meaniug assigned to them in the General Conditions, unless speci�caliy noted herein. Modi�cations and Supplements The fallovving are instructions that mod�y ar supplement speci�ic paragz-aphs zn the General Condi�ions and ather Cn��t�act Documents. SC-i.01, "Defined Term.s" Add De�nition: �. BIM360 — City's ot�-line, electronic dncument man�ement and collaboration system, B. Co�sultant - CDM Sinith Tnc.. 801 Chesry Street, Unit #33. Suite 1820, Fort Worth, Texas 76102 C. SubsLantical Completiora — The date at which the Work {or a specified part tl�.ereofl has pra essed to the pnint where, in the opinion oi the City, the Work (or a specified paat thereofl is sufiicientiv carnplete, in accardance with the Agreement and all Contract Docun�aeuts, sa that th� Work (or a speci�ed par� thereo� can be utilized fai• the�urposes fo�• which it is intended, �nal Qperation & Maintenance Manuals ha�e been appraved. The tenns "substantiafly com�lete" and "substantiall;v cornpleted" as applied to all or part of the Work refe�� to Substan.tial Com�letion thereof. SC-3.03B.2, °fResolving Discrepanc�es" P1ans go�ern aver Specifrcations and Speci�cations shall govern ove� Standard Details. SC-4.OlA Easement �imits shown on the Drauring are approximate and vrere p.rovided to establish a basis for bidding. Upon receiving the final easements descriptions, Con�ractoi� shall connpare them to the lines show�n on the Contract Drawings. SC-4.O1A1., "Availab�lity of Lands" The following is a list of known outstanding right-of-way, and/or easeinents to be acquired, if any as o.f November 2Q2I : Ouistanding Rig�E-Of-Way, and/or Easet�ents to Be Acquired CITY OF FORT WORTH Eagle Mountain & Westside WTP �ID CO1�IS'I'RUCTION SPECIFICATIpN DOCUMENTS City Project No. Ia3335 Decembe�' 2021 00 73 0� - 2 SUPPLEMEIVTARY COT�FDITIONS Page 2 of 6 P.A.RCEL NUMBER • �� TARGET DATE OF POSSESSION NONE TU� Conkracior unde��stands and agrees that the dates listed abo�e are estimates nnly, are not guaranteed, and do a�ot bind the City. If Cantractor considers the final easements pro�ided to differ materially From t61e re�aresentatinns on the Conhaet Dravvings, Conlxactor shall wiihin iive {5) Business Days and before praceeding witl� the Work, notify City in �iting associated wiih the differing easement line locations. SC-4.U1A.2, `�Availability of Lands" Utilities or abstructions tv be rennoved, adjusted, andlor relocated The followiug is list of utilities a�idlor obst�uctions that have no.t been remo�ed, adjusted, and/nr relncated as ofNavember2021 EXPECTED U'I'ILI�'Y AND T.�CATION OWNER None TARGET DATE QF ADJUSTMENT The Contractor undeistands and agrees that the dates listed above are estimates only, are not guaranteed, and do not biud Che City. SC-4.02A., "Subsurface and Pl�ysical Conditions" The following are reports/data of axploratians and tesis of subs�urface conditions at the site of the Wnrk: A Report Titled Subsnriace Exploration & Laboratory Testing — Proposed Weatl�er Proof Enclosures — Eagle Mauntain and Westside Waier Treatment Plant, dated Oct�bez� 11, 2021, prepaz•ed by Alliance Geotechnical Graup, a consultant oi the Engineer, providing additional information on geotechnical aspects of Ciry Froject Na. 103335. Miscellaneous geotecl7nical subsurface data fi•am previous projects, including fi�otxi Fugro Consultants, LP associated with the Eagle Mountain �Jater Treatment Plant 35 MGD Expansian project and fz•om MTE, Inc. associated with the WesYside WaYer Treatment P[ant project, The following drawing is lrnown to tlie City of proposed improvernents relating t� existing surface ar subsurface st�uctures at the Site: A plan drawing Titled En[arged Site Plan — II Sh�et EA-3 fi•am the VVestside Water Treatment Plant Bacicup Genei•ators Project — TCEQ Emergency 1'rcp and SB3 Suppoi�t dated November 16, 2021 pz-epared by Gupta and Associates, Ine. in assaciation with Freese and NichoIs, Inc. fof� City Project Nv. 103410. SC-4.06A., °fHazardous Environmental Conditions at Site" The following are reporis and dt•awings of �xisting hazardous environrnenta[ conditiflns known to the City: NON�. SC-�.03A,, ��Certi#icates of Insurance" CTT'Y O�' FORT WORTH Eagla Mountain & Westside WTP BID CON3TRUCTION SP�CI�'TCATION DOCUMENi'S Ciry PrajectNo. 1a3335 December 2fl21 00 73 OU - 3 SUPPLEMEN'i'ARY CONDITIONS Page 3 of 6 The entities listed below are "additional insureds as t�iei�- in.terest may appear" including their respective offieers, directars, agents arid employees. (1} City {2) Consultant: CDM Smitlz Inc. {3) Other: None SC-5.04A., "Cnntractor's Insurance" The limits of liabiliiy for the insuran�e required by Paragraph GG5.04 shail provide t�ie following cnverages for noY less t.�ian ihe following amounts or g�•eater whexe required by laws and regulatians: SA4A. Workers' Compensa#ion, under Paragraph GC-5..04A. Statutoiy limits Ezxipl�yer's liahility $100,000 each accident/occuirence $104,Oa0 Disease - each employee $SOd,000 Disease - policy li�nit SC-SA4B., "Contracior's Insuranca" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liahility Insurance under Paragraph GG5.04B., w%ich shaI1 be on a per project basis covering the ContracYor with minimum limits of: $1,000,00� each occurrence $2,000,040 aggregate limit The policy must have an endarsement (Amendaient — Aggregate Linnits of Insurance} making tJle General Aggregate Limits apply separately to each job siCe. The Commercial General Liability Insurance policies shajI provide "X", "C", and "LT" coverage's. Veri�ication oi such coverage must be shown in the Remarlcs Article of the Certificate of Insurance. SC S.p4C., "Contractor's Insurance" S.04C. Automobile Liability, under Paragrap4� GC-5.0�4C. Contractor's Liability Insurance under Paragraph GC-S.Q4C., which shail be in an amount not less than the fallowing axnounts: (1) Autamobile Liability - a commerciaj business policy shall provide coverage on "Any Auto", defined as autos awned, hired and non-owned. $1,Q00,0�� each ac�ident on a combined single Iimit basis. Spiit limits a�•e acceptable if limits are at least: $250,000 Bodily Injuxy per person 1 $SOO,flDO Bodily Injury per accident / $100,00�3 Property Damage SC-5.44D., "Contractor's Insurance" NONE SC-6.04., "Project Schedule" CITY OF FORT WORTH Eagle Mpuntain & Westside WT`P BTD COI�ISTi2UC7'ION SPECIFICAT`ION DOCUMENTS City Project No. 103335 Decemher 2021 ao �3 aa - a SUPPLEMENTARY CONDITIONS Page 4 of G Project scl�edule sha[I be tier 4 for the project. SC-6.07., "Wage Rates" The fo�lo�ving is the pravailing wage z-atc table(s} ap.plicable to this project and is provided in the Appendixes: ,2013 Prevailit2g Wcage Rates {Heavy and Higkway Const�^uction Projects� 2013 Prevailing Wage Raies (Co�nmercial Cwzsiraectiar� Projects) SC-6.fl9., "Permits and Utilities" SC-G.09A., "Contractor obtained permits and licenses" The following are known permits and/ar licanses requirec[ by the Contract to be acquiz-ed by the Contractor: 1. The City has held a Pre-Devel4pm�nt Con�ereuce for this project, 2. The City has applied for the building p�rniits for this pz-o�{ect. Th.e Gontractor shall coordinate with the Pre-Develapment Department prior to consfruction of this praject. 3. Contractor shalI apply for Grading Paraiit as part of Building Permit approval. SC-6.09B. "City obtained permits and [icenses" The following are knawn permifis andfor Iicenses raquired by the Cantract to be acquu�ed by the City: NONE SC-6.09C. "Outstanding permits and Iicenses" The foilowiug is a list of lrnown outstanding permits and/ar licenses ta be acquired, if any as oiNavember 2021: Outstanding Permits andlor Licenses to Be Acquired QViWNER PEILMIT OR LICENSE AND LOCATTON City/Consultant Building Department SC-�.42.� caCQOY'{�Iilatl011�� T�RGET D.�TE OF POSSESSION December 2021 The individuals or entitias listcd below l�ave conia°acts with ihe City for the perfoimance of other wor•lc at the Site; Vendor Scu e n#' Worl� Coordinatio�n Authori Crescent Consiruciors Sample �'r.u�rp line per Wes#sicie CITY WTP Plate Settler Pra'ect SC-8.01, ��Communications to Contractor" Contractor shall coordinate laydown space, building department inspections, project site access, and schedule with ather construction contracts Iisted above, SC-}.01., "City's Project Manager" CITY O�' FORT WORTH Eag]e Mountain & Westside WTP BID CONSTRUCTION SPECIFICATTON DOCUMHNTS City Project No. 143335 December 2Q21 DU730p-5 SUPPLEMENTARY CONBTTEONS Page 5 of 6 The Cifiy's Praject Manager for this Contract is Dena Johnson, P.E., or hislher successor pursuant to written noti�ication fram the Directo�� of Water Department. 5�-13.03C., "Tests and Inspeciians" Building oificial inspections. SC-14.10, "Substantaial Cumpletian" Add the followin� Section as follows: I4.1 D Subsiantial Gompletion A. When Cont�-actor cansiders �he entire Wark suiiiciently complete, in accordance with the Cantract Documents and this Agreement, such that the City ma�plement or use tlze Work far its intended ose Contractor shall notif tEae Ci in writin that the entue Work is substantiallv cor�ipiete and r�quest that the City issue a let�er of Substantia! Completion. Contractar shall at t]�e same time submit to the Ci an initial draft unch list to be com leted ar corrected before final acceptance. B, Promntiv after ContracYor's notification, City and Contractor shall xn.ake an inst�ection of the Work to determine the stiatus of completion. If City does not consider th� Worlc substantiallv comnlete, Citv wiIl notify Contractor in writin� �ivin� the reasons therefare. C. If Ci , considers t�e Wark substantiallv comulete, Ci�r will deliver to Contraetor a letter af Suhstantial Com letion whic�i shall fix the date of Substantial Com le�ian. There sha11 be attached to tk�e Let�ex of Substantial Completion a list of items to be completed or corrected hefore Final Acceptance. D, At the time of receipt af the letter of Substantial Completzou, Citv and Contractor will cc�nfer re_, a�g City's use or occupancy of the Work following Substantial Com.nletion. All sure� and insurance shall remain in effect until FinaI Pavment. E. After Substantial Completion, the Con�i�ctor shall promptiv begin work on the punch list of items to be completed or corrected prior to Final Acceptance. In appropriate cases, Cont�actor m submit monthl A lications foz- �a ment for com leted unch list items foIlowin the progress pavment procedures set forth herein. SC-16,O1C1, "Methods and Procedures" END OF SECTION Revision Log DATE NAME SIJMMARY �F CHANGE 1/2212016 F. Griffin SG9.01„ "City's Project Representative" wording ci�anged to Cify's Project CTTY OF FORT WOATH Eagle Mountain & Westside WTP BID CONSTRUGTIQN SPECI�ICATION 1]OCUMENTS City Project No. 103335 December 202� oa 73 40 - � SUPPL�MENTARY CONDITLONS Page 6 of G I Iflnanager. 8/1512017 F. Goderya Added 5C-�.01,, and 14.10., "Su CIT�` OF FORT WORTH . BID CONS'FRUCTIQN SPEGIFICATIQN DOCUM�NTS December 2021 Completion" Eagle Mountain & Westside WTP City Project Na, 103335 z6 ao 00 ELECTRICAL — GENERAL PROVISIONS Page 1 of 12 SECTION 26 00 00 - ELECTRICAL - GENERAL PROVISIONS PART 1 - GENER AT" 1.1 A. B. C. D. E. SCOPE OF WORK Furnish all labar, materials and equipn�ent required to install, test and provide az� operational, electrical s�stem as speci�ed and as shown on the Drawings. AIl eguipment described herein shall be subnaitted and fiu�nished as an integral pai�t of eyuipment specified elsewhere in these Specifications. AIJ. electrical work provided under any Di�visian of the Specifications shall fully comply wztla tk�e requirements of I7�ivisian 26. The u�arlc shaII include fvrnishing, installing and t�stirig the equipment and ffiaterials detailed zn each Section of Division 26. The �wark sha�I include furnishing and i�stalling the following: 1. 2. 3 4. 5. � 7 Electrical service froxz� t1�e Oncor Electric. Pz�ovide a complete raceway system, wire and field connections for all motors, motor cantrollers, canttol devices, control panels and electrical equipment furnished under other Divisior�. Coordinate construction schedule and electrical interface with the suppli.er of electrical equipmeni speci�ed und�r other Divisions as required by the Cflntract Documents. Provide a conr�plete raceway system, wiring and term�nations for all field-mount�d instrurnents furnished and mounted u,aderr ather Divisions, including proce�s instrumentation primary elezxaents, t�'ansmitte�•s, Iocal indicators and cantrol panels. Light�ing and surge protection equiprnent wiring at process instrumentafiion transmitters. Install vendor furnished eables specified uzadear ot�er Divisions as required by the Gontract Dacuments. Provide a complete raceway system for the Data Ca�les az�..d specialty cable sys�ems, ineluding those furnished undcr ot�ier Divisions. Install the Data Cables at�d oth�r specialty cable systems, in accordan�e with khe system manufacturers' installation instructions. Review the raceway layout, prior to installation, with the Process Control System supplier and the ca�1e manufacturer to ensure raceway cazx�patibility with the systems and materials being furnished. 'Where reduz�dan:k cables are furnished, install the cabies iw separate raceways as required by the Contract Docurnents. Furt�ish and instalj precast electi7cal and instrutnentation manhoies, hand holes and light po�e foundations as required by the Cantract Dncaments. Pole foundatians shall be designed and installed in accordance with the structural Divisions of these Sgecifications. Pole faundations shall be designed and installed in accordance wi.th the structural Divisions of these Specifications. All bidders sha3l visit fhe site of the project, prior to suhxnitting a bid, and sa�isfy themselves as ta any question that they might have, relating to existing equipment, condi#ion, or constructian. CDM Smith Eagle Mountain and Westside WTP BID CONSTRUCTIQN SPECTFTCATION DOCUM�NTS City Project No.103335 �an�a�y 2022 z� o0 oa ELECTRICAL — GENER�L PROVISIQNS Page 2 of l2 � I0. 11 I 2. F Caordinate the sequence of demalition with the sequence of construction to rnairntain plant op�ration in each ax�ea. Rern.o�e and demolish equipment and materials in such a seqt�ence that the �xistin� and praposed plant will function properly with no disruption of �reatment. Malee rnodi�ica.tions ta existing motor eontrol centers, switchboards, panelbaat•ds and motor cont�-ollers including installatian ofe�zcurt brealcers, ete., or disconnection of cu•cuits as requized to provide the power supplies to new and existing equipment to nnaintain the plant in operation. bidders shall visii the site of the project, prior to submittzzag a bid, and satisfy themselves as to any questian that they might have, relating to existing equipment, condition or canst�•uctian. New waik includes hut is not limited to the following: complete electrical systezn, which include low voltage power d.isttibutia�a switc�agear, lavv voltage transfoimers, low voltage xnotaz• cantrol equipment, low voltage motors, low valtage trazasfox-m.ers, law voltage panelboards, lightning protection system, ftre alarm systern, seclu•ity system, lighting systems and pnwer system short circuit and prot�ctzve device coordinatinn studies. Provide electrical z•elocatian work associated with the relocation of equipment fox- kl�e existing and new facilities, including disconnecting all existing wiring and conduits and providi�g n w wiring and conduit to fihe relocated equipment as speci�ed in Section 26 4I I9.� Maintain the Owner's process operations during all construciion including any required electrical or eontral system outages. Prior to bidding, obtain all needed process operational requiremez�ts aazad restrictions frnm the Owner's staff during the site visits ta determine the effect the operational rest�•ictions may have on tiae construction schedule andlor bid price. Verify any process related information wluch may be shown ox• specified. If the obtained info�matian canflicts with infarmation in the Con� act Documents, natify the Engineer in writing prior to bidding. As a minimum, include in the Contract Sehedule and Bid Price the folIowing items required to comply with operational requirements: 1. Additiflnal'Time and/or Expense 2. Additional Expense for after-hours woric, 3. Additiflnal equipm�nt, Fnateria.is, and personnel. �. Standby generation with fueI. G. Provide all tools, equipment, supplzes, and shall perform all labor required to install the equipment specified in the Contract Docraments to instalI, test, and place into satisfactory operation iu the tizn� speci�'ied for cnrnpletion in the Contract Documents. Failure of any oi the participants in executing the requiremenls of tlais Gontract to perform the work as specified shall not constitute an acceptable reasan for the Owner to .grant any chang� in the Contract Px•ice ar additions to il�e Cantract Time. H. 7"he �vork includes demalition of existing electrical equipment, associated canductors, and racevcray. Included is the removaI of duct banlcs and manholes. The duct banks inay contain ashestos. �isit the site and detet•mine the size oi the duc� banks to be removed by inspection at the manholes and other places where the conduits transit�on from concealed ta expased. IncIude all labor and expense to remove the duct banI�s, dispose of a11 asbestos matarials found, provide fiIl dirt to replaee the volume of duct bank remaved and compact to 95%. Reseed grass areas and repair streets or sidewalks disturbed by the remaval4f duct banl�s shown or specified to be removed. place behind walls or in floor slabs. Remove wiring from abandaned conduit. C7]M Smith Eagle Mauntain and Westside OV'I'P BID CONSTRUCTIQN SPECIFICATION DOCUMENTS City PrajectNo.I03335 Januaiy 2022 26 00 00 ELECTRICAL — GENERAL PROVISIONS Page 3 of 12 i. 2 3 � 5. � 1.2 Materials a�nd equipment shall Ue rernoved, and shall become the prope�-ty of the Contracta�, except items specifically listed io be reloeated or delivered to the Owner. Materials and equipment desigzaated t� be removed shall be removed im�nediately from the job site. Electrical serviees and con�•ols ta items being removed must be disconnected and remflved as a requirement of tk�is section. Removal af any equipmeni must not interfere with existing operations. Remove unused raceways to the extent necessaty to aceommadate new work and wher� raceways are visible above the floor line. Unused raceways, which are concealed, or exposed raeeways which do not intei�'ere with ihe work, may remain in place unless noted or requi�ed to be rernoved. Seal abandoned conduit that rema.in in place behind walls ar in floor slabs. Remove wii-ing from abandoned conduit. Electrical sa�vices which include raceways and conductors ttzat axe a part of ihe power and conteols tn items being removed sha�l be disconneeted and removed. The Owner reserves First Right of Salvage. ELECTRICAL WORK REQUIRED IN OTHER DIVISIONS A. References made to other sections which may contain related wark does nat negate other relaied sec�ons which tx�ay not 6e mentioned. The Contract Documents, r�hich is defined ta include bath the Drawings and the Specificatians, shall he taken with every section related to every other section as required to meet the requirements specified. The organization of the Contract Docuzaaents into specification divisions and sections is for oxganiza#ion of the document� thernselves and does not relatE ta the division of suppliers ar labor which the Contraci4r may chaose to empIoy in tl�e exeeution of the Cantract. Where references are ir�.ade to nther Sectians and other Div�sions of the Speciiications, prnvide such information or additional work as may be required in thase references, and include such in£ormation or work as may be specified. Examine all Sections of the Specifications and Drawings and detezxiaine the power and wiring requirements and provide external wiring and raceways, as required to provide a fully funetioning pow�r, confrol and process control syste�ns. If the equipment requires more conductors and/or wirin:g, due ta different equipment being supplied, pror�ide tk�e additional canductors, raceways andlor wiring, and include in the Cantract Price ara..d Schedule. I: C Process Divisions 1. Exaz�aine all Pracess Equipment Speciiications and Drawings, determining. power and wiring requirements. Prnvide e�ternal w�rzng and raceways, as required to provide a fully fixnctioning Process Con.txol System. Ii the equipment requires more conductars andlor wiring, due ta difFerent equipment being suppIied, furtzish the additional conductors, raceways and/or wiring, vvith no change in Contract Price or Schedule. Mechanical Divisions Exativne all Mechanical Equipmen# Specifieatians and Dravvings, detsrmining power and wiring requirements. Pravide external wiring and raceways, as required to provide fully funetianing IVlechanical Equipn�ent Control Systerns. If the ec�uipment requires mare conductors andlar wi�ng, due ta different equiprnent being supplied, furnish the additional conductors, raceways and/or wiring with nn changc in Contract Pz-ice or Schedule. CDM Sinikh Eagle Mountain and Westside �TUT`P SID CONSTRUCTTON SPECIFICATION DOCiJMENTS City Proj ect Na.103335 January 2022 2b 00 00 ELECTRICAL — GENER:�.I_. PRQVJSIONS Page 4 of ] 2 D. Electric Valve Operator Divisions Examine all Electric Valve Operatar Equipnaent Speciiications and Drawings, determining power and wi��ing requirements. 1'rovid� external wiring and raceu�ays, as ��equired to provide a fully functioning Elect�•ic Valve Ope�ator Conttol System. If the equipment z•eqtaires more conductors andlar wu ing due to different equipm�ent being supplied, fiu�nish the additional conductors, raceways andlor vviring with no change in Contract Price ar Schedule. 1.3 �UBMITTALS A. Submit S3�op Drawings, in accordance with Divzsion. 1 z•equirements, for equipment, maierials and all othez� items furnishad under each Section of Division 26, except �vlaex�e specifically s�ated otherwise. An individually packag�d subznittal shall be xnade for each Section and shall contain a11 the infotmation required by the Sectian. Partial submittals will not be accepted and will be reiurned withaut review. : 1.4 A. Submitkals wiil zaot be accepted for Section 26 00 00. � REFERENCE CODES AND STANDARDS Electric equipment, materials and in�tallation shall comply with th� National Electrical Code (NEC) and with tlte lafest edition of �he following codes and standards: 1. National Electrieal Safety Code {NESCj 2. Occupational Safety and Health Adir�iuis�-ation {OSHA} 3. National Fire Protection Association (NFPAj 4. National Electrical Manufacturers Association (NEMA) 5. American Naiional Standards Institute (ANSI) 5. Insulated Cal�le Engineers Association {ICEA} 7. Internatianal Society of Auto nnation (ISA) 8. Underwriters Laboratories (CJL) 9. Factary Mutual (FM) 10. City of Fort Worth, Electrical Code B. Where refexenee is made to one of the above standards, the revision in effect at t�e tirne of bid apening shall apply. C. All material and equiprnent, for wlaich a UL standard exists, shall bear a UL lahel. No such material or equipme�t shall be brought onsite without the UL labeI af�xed. D. If the issue of priority is due to a canflict or discrepancy between the pravisiflns of the Contract Docurx�.ents and any r�ferenced standard, or code of any technical society, arganization or association, the provisions of the Contract Doctiunents wilI take precedence if they aY-e more stringant. If there i� any conflict or discrepancy between standard speciftcatians, or codes of any CDM Sinith Eag�e Mountain and W�.stside WTP BID CONSTRUCTIQN SPECIFICAT'ION DOCUMENTS City Project No.103335 7anuary 2022 26 QO 00 �LECTRICAL — GENERAL PROVISIONS Page 5 of 12 technical society, organizatian or association,. or between Laws and Regulations, the highet• performance requu•etnent s�aall be binding, unless otherwise directed by the Owr�ez•IEngineer. E. In accordance with the intent o.f the Cont�acf Documents, compliance with the priority ordez• spec'rfied shall not justify an zncrease i� Contract Piice or an extension iri Contxact Time nor limit in az�y way, �'ull comp�iance with alI Laws and Regulations at aIl times. 1.5 SERVICE AND METERING (NOT APPLICABLE} 1.6 HAZARDOUS AREAS A. Equipment, materials and installation in areas designated as hazardflus on the Drawings shall eomply with NEC At-�icles SaO, SO1, 502 and Sfl3. B. Equipment and materials installed in haza.rdous a�reas s�a.11 be UL listed for the appropriate hazardQus area classi�cation. 1.7 CODES,INSPECTION AND FEES A. Equipn�.ez�t, materials and instalIation sha]I comply with the requirements of the local authority �xaving jurisdiet�on. S. Obtain all necessary permits and pay all fees required for permit,s and inspections. l .8 SIZE OF �QUIPMENT A. Investigate each space in the structure through whfch equip .ment must pass to reach its final location. Caordinate shipping splits with the manufact�zrrer to pernut saFe handling and passage thraugk� z'estricted areas iii the strueture. B. The equipment shalI be kept upright at all times during storage and handling. Wlaen equipment must be tiited far �assage through restricted areas, hrace the equipment to ensure that the tilting daes nat impair the fiinctional integrity af the equiprrkent. 1.9 RECORD DRAWINGS A. As the wark progresses, legibly record all field changes on a set ot' Prnject Conhact Drawings, hereina�ter called the "Record Drawings". The Recard Drawings and �peci.fications shall be kept up to date throughout th� proj ect. B. The Record Drawings shall be reviewed in a. meeting with the Owt�er/Engineer monthly. C. Record Drawings shall accurately show the installed c�ndition of the following ztems: 1. One-line Diagram(s). CDM Sinith Eagle Mountain and Westside WTP BTD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.103335 January 2422 2s ao 00 ELECTRICAL— GENERAL FRDVISIONS Page 6 of 12 2. Raceways and pull boxes, 3. Conductor sizes and condtiiit fills. 4. Panel Schedule{s). 5. Contxol Wiring Dia�am(s). 6. Lighting Fi�tuz-e �cIaedule(s). 7. Lighting f�t2ue, receptacle and switch autlet lacations. 8. Undezground raceway and duc� bank routing. The drawings shall include ilae ineasux-ed width az�d height of the ductbanik a.zid shall suxvey the �levation of the top of the duct bank or arecord its depth oF�tuYal below grade at inteivals not to exceed 50 feet along the entire Iength. Changes in duectaon. between termination points shall b� surveyed and recorded an the r�cord drawings. 9. Planview, measl�red dirnensions and locations of switchgear, distribution transformers, substations, mqtor control cente�s and panelboards. D. Subanit a typical example of a schedu]e of control wiring raceways and wire numbers, including the following inf'ormation: 1. Circuit origin, destination and wiie numbers. 2. Field wiring terminal st�-ip naines and numbers. E. As an alternate, submit a typical example ofpoint-to-poi�at cannection diagrams showing the saine infaz�xiation, may be submitted in place oi thc schedule of cont�ol wiring raceways and wire numbers. � G. 1.10 Submit the record drawings az�d f�e schedule of cnnt�-ol wiring raceways and wire numbers {or the point-to-paint coruie.ction diagram) to the Ownez•/Enginee�. Retainage will not be paid until the point-ta-point connection diagrams have been furnished to ti�e Owner/Engineer. EQUIPMENT INTERCONNECTIONS A. Revi�w shop drawings of equipment furnished under otl�e:r related Divisinns and prepare caordiuu�ated w�ring interconnection diagrams or wiring tables. Suhmit copies of wiring diagracxas or tables with Recard Drawings, : 1.11 A, Furnish and iwstall all equipmant intercannections. MATERIAI.� AND EQUIPMENT Ivlaterials and equipm�nt shall be new, except where specifically identi�ied on the Drawings ta be re-used. B, Material or equipzaaent from a manufacturer, not submitted and a�proved for this project shall not be h�•ought on site. ilse of any such materiai ox equipment, wiIl be rejected, and shall he remaved and replaced, with the approved rnaterial and equipment, with no change allowed in the Contract Price or Schedule, CDM S�nith Eagle Mountain and Westside VJTP BID CQNSTRUCTION SPECIPICATION DOCLiM�,NTS City Praject No.103335 Januaiy 2022 2s o0 oa ELECTRICAL — GENERAL PROVISIONS Page 7 oi l2 C. Material and equipment shall be i7L listed, whez•e such listing e�sts. D. All material, praducts, equipment and worlananship being fuinished fo�• the project shall be �•eplaced if it does noi meet the requirements of Cont�act Documeats even if installed, with no chan�� in Cantract Price or Schedule. 1.12 JOB�ITE DELNERY, STORAGE AND HANDLING A. Prior to jobsite dalivery, successfully complete all subrnittal �•equz�ements, and pres�nt to the QwnerlEngineer upan deli�rery of the equipnne�at, an approved eopy of all such submittals. Delivery of incomplete cozxstz-ucted equipment, or equipment which failed aaay factary tests, will be rejected and shall be removed and replaced with no change in Cantract Price or Schedule. B. 1,13 A. 1.14 Equipment and materials shall be handled and stared in accordance with the manufacturer's instructions, az�d as speeified in the individual Specificatian Sections. WAItI�NTIES Mauufachirer's warranties shall be provided as speci£'ied in exch of I;he Specification Sections. EQUIPMENT IDENTIFICATION A. Identify alI equipiaaent (discannect switches, separately rnnunted motor starters, control stations, e#c.) furnished under Divisian 26 with tke natne ofthe equipment it serves. Motor cantrol centers, control panels, panelbnards, switchboaxds, switchgear, junction or terniinal hoxes, t�ansfer switches, etc., shall have nameplate designations as shown on the Drawings. PART 2 - PRODUCTS {N�T LTSED} PART 3 - EXECUTION 3.1 A. : TNTERPRETATION OF DRAWIlrIGS The Drawings do not shaw exact locations of conduit nuis. Coordinate the canduit installaLion with other trades and the actual supplied equipn�ent. Install each three phase circuit in a separate conduit unless athet�aise shovv� on the Dra�v.ings. C. Unless otherwise approved by ktae OwnerlEngineer, conduit shown exposed shall be installed exposed; eanduit shown co�cealed shall b.e installed concealed. Sub�nnit a Requast for Information for any condurt route which is not cleasly idetztified as coneealed or exposed in the Con�ract Documents �ariar to iis installation.. CDM S�nith �agle Mountain and Westsida WTP BID CONSiRUCTION SPECIFICATION DOCiJ1VI�NTS City Praject No.143335 January 2022 �� ao 00 ELECTRICAL — GENERAL PROVISIONS Page S of 12 D. CIYCli1t5 are shown as "home-i�uns" sha11 be �ield routed. The raceway system provided shall zncIude all necessaty i'iitings, supports and boxes for a complete cac�e-co�pLiant raceway installaiion. Field routed �aceway shall avoid blocking access to equipment either exzs�.ng oz• spaces planned for futux�e equipment and shall avoid blocking persoruiel egress tlu-ough doors or access hatches. �. Verify the exact locaiions and mounting heights of lighting fixtures, switches and receptacles prior to installation. F. Except where dimensians are shown, the locaiions of equipment, �xxtuzes, outlets and similar d�vices shown on the Drawings are approximate only. Determine exact locations and obtain apprc�val �•om ihe Owner/Engineer during consii�uctian. Obtain u�aiYnatian relevant to the placing of elect�ical wark and in case of any interference with other work, proeeed as dix•ected by th� Owner/Engineet• and furnish al1 labor and materials necessary to comple#e tYie work in an approved manner. G. Circuit layouts are not intended to show the number af �ttings, or other installation de#ails. Furnish al1 labor and matez•ials n:ecessary to install and place in satisfactary operatian all po�ver, Iighting and ot}�er electeical systems shown. H. Redesign of elect�ical or mechanical �vorIc, which is re�uu�ed due to the use of a pre-appz-oved altez•nate item shall inelude the arrangement of equipment an.d/o.r Iayout other than that which is specified or shawn herein. ,A11 addikional �work and materials required shall be provided with no change in the contract price or schedule. Redesign and detailed plans sha11 be submitted to the OwnerlEngineer for appzoval. I. Race�,vays a:ud cnnductors for lighting, switches, receptacles a�.d other miscellaneous low voltage power and signal systems as speci�ed are not shown on the Drawings, Racaways and conductors shall b� provided as required for a complete and ope:rating system. Refer to riser diagrams for signal system wiri�zag. Home�ns, as shown on the Drawings, identify raceways to be run exposed and raceways to be run concealed. Raceways irxstalled exposed sha11 be near the ceiling ar along walls of the areas through which they pass and sha11 be routed to avoid conflicts with HVAC ducts, cranes hoists, monorails, equipment hatches, doors, windows, etc. Raceways installed concealed shall be run in the center of concrete floor slabs, above suspended ceilings, or in partitions as required, Provide all conduit and conductors or data highway cables to RTU andlor PLC tei7nination cabinets, where designated on tb.e Dz•awings or othenvise required by the Speci�catzons, the zzaanufacture of the equipment, or submitted and appraved systems. The conduit and conductors or data highway cables as shown nn the interface drawings may nat necessarily ba shawn on the floor plan. K. �nstall conductors carrying low voltage si�nals (typicalIy twisted shielded pair cables) in raceways totaliy separate frorn aIl other raceways con.taining power or 120-Volt control conductars. Da not conn.bine conductors carrying 1ow voltage signals in wire�ays vvithout barriers or NEC eode-compliant separation for their entire length in I:he wire way, andlor pravide sepaxate wireways to provide separation of the conductors. Low voltage signal conductors routed through manholes or hand holes shall be bundled a�d separated from other conductors. CDM Scnith Eagle MounY.ain and Westside W'TP BID CONSTRUCTION SPECTFTCATTON DOCC]MENTS Cify Project No,103335 January 2422 26 00 00 EL�CTRICAL — GENERAL PROVISIONS Page 9 of 12 L. Raeeways and conductors for thermoskats contralling HVAC unit heaters, exlaaust fans and similar equipment are not st�own on the Drawings. Provide racevvays and conductors between the thermostats, the HVAG equipment and the motar starte�s fox a camplete and operatin� systerr�. A]I raceways and power conductoX•s sha11 be in aecordance with Division 2b. Raceways shall be installed concealed in all fznzshed space and may be installed concealed or expased in process spaces. Refez• to the HVAC drawings for the locatians of tlae thezmostats and cont�ols. M, Raceways and conductors for tk�e fire alai�n, sound and page parry systems a�re nat shown on the Dra�cvings. Provide raceways and conduetars as required by the system manufaet�arer for a eomplete and apea-ating sysfem. AIl raceways and power conductors shall be in accordance with Divisiort 26. Racevvays shall be installed concealed in all finished spaces and may be installed exposed or coneealed in process spaces. 3.2 � N•: EQUTPMENT PADS AND SUPPORT� Electrical equipment pads and suppo�.�ks, of concrete or steel including structi.u�aJ. reinfarcing and lighting pale foundations, are sho�rn on the �tructu�al Drarxrings. Electrical equipment or raceways shaIl not be attached to ar supported from, sheet metal �alls. C. Electrical eqUipznent pads shall be provided for all fi•ee-stas�ding equipment. Dimensians shall be 3-inches high, With 3-inch extensinn froixa fro�at �of equipment for equiprnerit mounted against the wall and 3-inch cxtension an front and rear sections when equipment is rear accessible. 3.3 SLEEUES AND FQRMS FOR OPENIlVGS A. Provide and place a11 sleeves for conduits penetrating flaors, walls, par�itions, etc. Lacate all necessary slots for electrical �rot•k and £a�-m before concrete is poured. B. Unless measuremen.ts are shown an the dravviugs, Yhe lacat�o�.s far stubbing up and temvnating cozacealed conduits which are shorrvn on the drawings are approximatc. Exact locatians are required for stubbing-up and terz�ainating concealed canduit. Obtain shop drawings a..nd templates from equiprnent vendors or other subcontractors and Iocate tl�e cancealed conduit before the floor slab zs poured. C. Where settin� drawings are not available in time to avoid delay in sclaeduled floor slab pours, the Ovu�nerlEngineer may a11ow the installations af such conduii to be exp.osed. Requests for this deviation must be submitted in writi�►g. No change in Contract Price �r Scbedule for sueh change will be ailawed. I� 3.4 /� Seal all openings, sleeves, penet�•ation and slots as specified in 5ection 26 OS 33. CUTTIIVG AND PATCHING Coflt•divate �wvith Divisions 2 and 3 iar cut#.ing and patching. CDIVI Smsth Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCiJMENTS Ciry Praject No.103335 January 2022 2� o0 oa ELECTRICAL — GENERAL PROVISIONS Page l0 �f 12 I:3 �� Core drill �oles in concrete �oo�s and walls as required. Obtain writ�en permission fi•om tIae Owner/Engineer before core drilling any holes lacge� than two inches. Schedule the installation ofwork to pxovide the minimtun amount of cutting and patchuag. D. Cutiing oi da•illing holes for the installation nfraceway througl� joists, beams, girderrs, ealurr�ns or any oth�r s�uetural members is sh-ictly prahibzted. If a st�tctural member is cut or drilled, restore the stiuctural member to its previnus condition in complete accc�rdamce with the inst��uciions of the St��cti.ual Engineer, with no chan:ge in contraci price or schedule regardless af the extent af the repai�s requu•ed to restore the member to its previous condition. E, F. G. H. I. 3.5 Cut opening only large enough to a11aw easy in.stallation of the eonduit. Pa�ching shall be of �lae sa.tne kind and quality of material as was removed. Tke completed patching work shall rEstore the sui-face to its original appeaz•ance or �etter. Patclung of waterpt-oofed surfaces shall re.ndei• the axea of the patching completely wate�proofed, Remove rubble and excess patching ma�erials �i•o� the premises. Existing conduits are cut at the flaor Iine of wall line, they shall be filled with graut of suitable patc�iing material approved by the �ttuctural Engineex�. 1NSTALLATIDN A. Any work not installed according to tlae Drawings and tlus Section shall be subject ta cl�ange as directed by the OwnerlEngineer. No change in Contract Price or Schedule will be allowed for malgng these changes. B. All dimensiozas shall be �eld verifi�d at the job site aa�d coordinated wzth the work nf all oth�r trades. C. Electrical equipm.e�t shall always be protected a:gainst mechanical or water damage. Electrical equipment shall not be siored outdoors. Electrical equipz�nent shall be s�ored in dry permanent shelters as z•equired by each Speciiication Section. Do not install electrical equipment in its permanent Location until structures are w�eatlaer-tight. If any appa�-atu� has been subject to passible injury by water, it shall be thoroughly dried out and tested as d'u-ected by the OwnerlEngineer or shall be replaced wit,� na change in Canir�ct Price or Schedule, at the Ownez/Engineer's discretion. D. Equipment that has been damaged shall be r�placed or repaired by the equipment manufacturer, at the ownerlEn�ineer's discretion. E. Repaint any damage to tl�e factory applied paint �'inish using touch-up pair�t fiunished by the equiprxient rr;anufacturer. If the metallie portion of the panel or section is damaged, the entire panel or section shall be replaced, at n.o additianaI cost to the Owner. CDM Smith Eagle Mountain and Westside WTP BID CONSTRUCTTON SPECIFIGATION DOCLTMEN`T,S Ciry Project No.103335 January 2022 26 00 40 ELECTRICAL — GENEI�AL PROVISIaNS Page 11 of l2 F. NEMA 3R, 4 or 4X enclosures shaIl not have i-aceways entering from the top if the enclosure is installed in a damp or wet at•ea. Shouldraceways be installed e�tering the top, the enclosure shall be replaced, and raceways re-routed to enter the side or bottom. Conductors, if installed, shall be removed and replaced. Coireetion ofraceways entiering the io.p a�nd can�luctor replacement shall be provided with no change in Contract Price or Sc?nedule. G. Conduits exiting tray in airconditioned indoor electricai rooms wiU. enter the top of elecf�7ca1 �nclosures. The location of these cnnduits shall be coordinated wit�t ihe HVAC duct vents such that cold air wiil not blow on the conduits causing �ondensation which will enter the electrical enclasures. Aftez• installation, inspect th� conduits w�ile the HVAC system is rut�nin� to �nsure no conde�sation is forming and entering any elecri•ical enclosure. Re-direet the air flow if poss.ihle or re-raute the condvits �o avoid candensaii�n. Conductors in re-routed canduits shail be replaced, re-teiYninated. retested and the operation of the equipmenk retested with na change in the Contract Price or Schedule. 3.6 PHASE BALANCING A. The Drawings do not aitempt to balance the electrical loads across the phases. Circuits on motor controI centers and panelboaeds sha11 be field connected to result in evenly balanced loads across alI p�ases_ B. Field balancing of circuits shall not aTter ihe conductor color coding requirements as speeified in Sectian 26 O5 19. 3.7 MANU�'A.CTi.JRER'S SERVICE A. Provid� manufacturer's services for testing and start-up of the equipzaaent as Iisted ixi each individual Sp�cification Se�tifln. All settings, including thase settings and arc flash labels �•equired by the Power System Study, shall he made to the equipm�nt and approved by the OwnerlEngineer prior ta enexgizing af the equipment. B. Testing and startup sliall not be combined witla training. Testing and start-up �ime shall not be used for manufacturer's warranty repairs. 3,8 TESTS AND SETT]NGS A. Test systezaas and equipment furnished under Division26 and repair or replace all defective warlc. Make adjustments to the systems as �pecified and/or required. B. A11 tests required by the individual speciiication Sections shall be completed p��io�- to energizing electrical equipment. Submit a saxnple test foi�rn or procedure. and subrnit the required test reparts and data. to the OwnerlEzagineer far approval at least two w�e�cs prior to the startup of the tested equipmen:t. Inelude names of a!1 test personnel and initial each test. G. Check motor nameplates for correct phase and voltage. Check bearings for proper lubxication. D. Check wire and cable terminations for tightness. CDM S�nith Eagle 1Vlountain and Westside WTP HID CONSTRUCTIQN SPECIFICATION DOCUMENTS City Froject No.103335 7anua�y 2022 26 00 QO ELEC7'RICAL — GENERAL PROVISIQNS Page 12 of I2 E. Check rotation of matois pzior to energization. Disconnect d�-iven equipinent if dama�e cauld occur du� ta wrang rotation. If the rnotor rotates in the wrong du•eciion, the rota.tion shall be imme�iiately con�eeted, or tagged and locked out until rotation is corrected. F_ Verify alI terminations at �tansfo�-mers, equipment, capacitor eonnections, panels, and enclosures by producing a 1 2 3 ratation. on a phase sequenced mo�or when connected io "A", "B" and "C" phases. G H Frovide mechanical inspectioz�, testing and setting of circuit i�reakers, disconnect switches, matar starters, contral equipment, etc, for proper operation. Check ixiterlocking, control and instr�ment wuing for each system and/or pa�t of a system to prave t�at the system will fiinction properly as indxcated hy schematic and wiring diagrarns. I. Check the amp�re rating of thermal overloads for moto�s and submit a typed record to the Owner/Engi�zaeer of sazne, including MCC cubicle location and load designatian, mator ser�ice factor, l�o�sepower, full load current and starting code letter. If inconsistencies are found, new thermai elements shall be supplicd and installed. J. Verify motor power factor capacitor i•atings. K. Testing shall be scheduled and coordznated with the Owner/Engin�er at least two vveeks in advance. Provide qualified test pei•sonnel, inst�-utnents and test equiptnent. L. M. 3.9 A. Refer to the individual equipment sections for additzonal speci�c testing requirements. Make adjustments to the systems and instruct tk�e D�vner's personnel in the proper operation of khe systams. TR.AINING Provide manufacturer's training as specified in eacla individual sectian of the Specifications. END CE�' S�CTION 26 00 00 CDM Sinith Eagle Mountain and Westside �VTP BID CONSTRUCTION SPECIFICATIQN DOCUMEN'�'S City ProjectNo.1Q3335 Januaiy 2022 26 OS 19 LOW-VOLTAGE WIRES AND CABLES Page I of 12 SECTION 26 QS 19 - LOW-VOLTAGE WIRES AND CABLES PART 1 - GENER.AL 1.1 A. I.2 SCOPE OF WORI� Furnish, install and t�st all �vire, cable and appL�z�tenances as shown on the Drawir�gs and as specified herein. RELATED WORK A. Refer ta Divisian 26 OQ 04 and the Cont�•act Drawings, for related work aud electrical coordination cequirements. 1.3 A. SLJBMITTALS Submitials shall be made in accordance with the requirements of Divzsio� 1, Section 26 00 00, the Contract Documents and as specified herezn t�e following: 1. T�e �nanufacturers' names and product designa�ian or catalvg numbers £or t�e types of materials specif ed or shown on ihe Drawings. 2, Cut sheets for each individual item shall be submitted. 3. A11 cut sheets shall be clearly marked to indicate wY�i�h products are being submitted for use on this proj�ct. A�. Unmarked cut sheefs wi1l cause the submittaI to be rejected and returnad for revision. B. C. All shop drawing submittal.s and all O&M subnaittals shall be. submiited Division 1. N� change in Contract Price ar Scheduie will he allowed far delays due to unacceptable submittals. Submit to �1ze OwnerlEngineer, shop drawings aud product data, for the following: 1. 2. Submittals shall also contain informat�on on related equipment to be fu�rz�ished under this Specificatioa�. Incomplete submittals not con#aining the required information on tlie related equipment wiil also bc return�d without review. Submit catalo� data of aIl wire and cable, connectors, lugs and accessories, speci�ed under this Section with a11 selecti.ons, options and exceptions cl.aarly indicated. AlI cut sheets shall be clearly marked to indicate which products are being submitted for use on this project. Caialog data shall show campliance with the referenced codes and standards. D. Cert�fied Tes#s 1. 5ubmit a report of pulling tensians for all wire and cahle installed wzth mechanical means manitored by pulling tension equipment. 2. Submit a test report of all instaIled wire insulation tests. CDM Smith Eagle Mountain and Westside WTP BTD CONSTRUCTION SPECIFICATION DOCUMENTS City Pra�ect No.103335 January 2022 26 OS 19 LOW-VOL'I'AGE WIRE� AND CABLES Page 2 of 12 1.4 REFERENC� CODES AND STANDARDS A. The equipment in this specificatian shall be designed and manufachued according ta latest zevision ofthe follovvin� standards {unless otheiwise no#ed): 1. NFPA 70 — Na�ional Eleci�ical Code (NEC) 2, NEMA. WC-5 — Thermoplastic-Ynsulated Wire and Cable for the Transmissia�. an.d Distribut�on of Electrical Energy 3. ANSI/TIA/EIA GObA — Standard for telecommunications Infras�uet�xz-e 1.S QUALITY ASSURANCE A, The general construction of the wire, cables and the insula�ion rnaterial us�d shall be sirnilar to that used for cable of the same size and rating in continuous px•oduction for at Ieast i5 yeazs and successfully operating in the field i� substantzal quantities. B. Wire and cable wzth a znanufactiu•e date of greater than 12 months previous wiIl not be acceptable. C. Wire and cable shall be in nev� condition, with the manu£acturer's packaging intact, staxed indoors since manufaciure, and shali not ha�e been subjeeted to tke weather. Date of manufacture shall be clearly visible on each ree1. D. The manufacturer of these mateiials shall have pzoduced similar electrical materials For a rr�inirnum period nf five years. When requested by the Owner/Engineer, an acceptable list of installations wi#h similar equiprnent shali be pro�ided demonstrating compliance with this r•equirement. � JOBSITE DELIVERY, STORAGE AND HANDLING A. Pri�r to jobsite delivery, compiete all submittal requuements, and present to trie OwnerlEngineer pi•ior to deii�ery of Y.he equipment, an approved copy of all such submittals. Delivezy of incomplete constructed equipment, or equipment which failed any factory tests, vvill not be permitted., : C. � Ch�ck for reels not campleteIy restrained, reels wzt�: interlocking flanges or broken ilanges, damaged reel covering or anq ather indication of damage. Do not drop reels from any height. Unload reels using a sl.ing and spreader bar. RoII reels in the directiot� of the arrows shown on the reel and on surfaces free af obstructions that could damage the wire and cable. Store cahle on a solid, well drained location. Cover cable reels with plastic sheeting or tarpaulin. Do not l�y reels flat, 1.7 VL�ARR.ANTY A, Pr�vide v�rarranti�s, iricluding filie manufacturer's warrantea, for the equipment specified and the proper insiallation thereaf, to be free from defects in material and worlflnanship for two years CDM Smith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECTFICATION DOCLTMENTS City Project No.103335 7anuaiy 2Q22 26 OS 19 LOW-VOLTAGE WIRES AND CABL�S Page 3 of 12 fram date of ftztal acceptance of the equipment and its installation. Within such pe�7od o� wazxanty, all naaterial and iabor necessary to rettu�n the equipment to new operating condition shall be pra�vided. Any �at7anty �vark requiring shipping or transporting of t1�e equipment shall be provided at no expense to the Owner. PART 2 - 1'RODUCTS 2.l GENERAL A. VVires a�d cabl�s shall be annealed, 9$°/n conductivity, soft drawn copper. B. All conductors shall be Class B stranded. C. Except for control, signal and ir�strumentation careuits, wire smaiier than #12 AW� shall not be used. 2.2 1'OWER & BUII,DING WIltE A. AlI buildiug wire shall be. steanded coppEr conductors, Type XHI-�W-2 2.3 VARIAt3LE �'REQUENCY DItIVE CABLE A. Cable for use wifih VFDs shall be syrnmetrical design, three stranded Class D, t�nned copp.er, circuit conductoxs with XLPE inse�Iation, tbree bare copper grouzads, lOQ% shields with SO% overlap, and overall PVC jacket. Cable shal.l be 2QQ0 volt, LTL 127'7 Type TC, xHHW-2 rated, 90°C., IEEE 12Q21383. 2.4 TRAY CABLE A. Cable for tray use shall be stranded copper conductors, Type XHHW-2 insulation, rated as LTL Type TC cable. Cable skall be sunlight resistant and approved for direct burial. 2.5 GR�LTNDING ELECTRODE CONDUCTOR A. Grovnding electrode conductor s�all be stranded copp�r conductor, Type XiIiIVV�2 with green ir�sulation. 2.� BONDING JUMPER A, Bonding Jumper shaIl be bare tin�aed stranded copper conductor. CDM Smith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECTFICATION DOCUMENTS City Praject No, l �3335 January 2422 �� os i9 LOW-VOLTAG� WTRES AND CABLES T'age �} of I2 2.7 A. B, 2.8 A. CONTROL WIRE AND CABLE Cont�ol wire shall be NEC Ty�e XHH�V-2. Multi-conductor control cabl�, shall be stranded, #l� AWG 6Q0-volt, XHHW-2, insulated, PVC outer jacket overail, Type TC, UL rated for underground wei location. 1NSTRUMENTATION CABLE CaUles for 4-20 zna, RTD, potantiometer and similar signals shall be PLTC rated and shall be: Single pair cable: a. Conductors: Two #16 AWG st�-anded, tiziz�ed and twisted �n two-inch lay b. Insulation: PVC with 600-volt, 90°C rating c. Shield: 104°/a My1ax tape vvith. drain wire d. Jacket: PVC wiih ffianufacturer's identification e. UL158S listed �or undergrnu.ud wet location use 2. Thz•ee conductor (t�•iad) cab.le: a, Conductors: Three #I6 AWG st�•anded, tann.ed and twisted on two-inch lay b. Insulat�on: PVC wifh 600-volt, 90°C rating c. �hield: I40% Mylar tape with drain wire d. Jacicet: PVC with manufacturer's identification e. UL1�SS listed far underground wet locatian use 3, Multzple p.a�r cables (where shown on the Drawings): a. Conductor: Multiple paus, #I6 AWG stranded, tinned and twisted o� a ivvo-inch lay b. Insulation: PVC with 600-volt, 90�C rating c. shield: Individual paiz•s shi0lded with 100% Mylar fape and �lrain wir•e d. Jacket: PVC wiih manufacturer's identification e. UL1b8S listed for undergrc�und w�t location use ►�] COMMUNIGATION CABLES A. Cables for Ethern�t and RS4$5 shall be rated and shall be: 1. Category 5e above Grade shielded Cable a, Conductors: Four bonded pair #24 AWG Bare Copper b. Insulation: PolyoIefin c, Shield: 100% aluminum foil polyesier tape vvith drain wire d. Jacket: PVC with 600-volt rated and manufacturer's identification e. iTL21047 and iJL1666 listed for indoor and dry locations use CDM Sinith Eagle Mauntain and Westside WTP BID CONSTRUCTION SPECTFICATION D 0 GUMENTS City Proj ect No.103 335 January 2022 26 OS I9 LQW-VOLTAGE WIRES AND CABLES Page � of 12 2,. Categoiy Se above Grade un-shielded Cable a. Conductors: Four bonded pair #24 AWG Bare Capper b. Insulafiian: Po�yalefin c. .Tacket: PVC with 300-valt rated and manufact�rrer's identification d. NEC C1VIR e. ULI6561isted for indoor and dry loeations use Category 6 abov� Grade shielded Cable 4. S C"� a. Conductors: Fo�.u- bonded pair #23 AWG Bare Copper b, Insulation: Polypropylene c. Shiel�i: 100% alurzainum foil polyester tape wiih drain wire d. Jacket: PVC with 600-volt rated and manufacturer's identification e. Transmission Standards: Category 6- TIA 568.C.2 f. NEC CMR g. Flanrae Test Method: i1L1b66 Vertical Itiser l�sted fnr indoor an.d dry lacatians use Categary 6�bove Grade un-slaielded Cable a. Conductors: Faur bonded pair #23 AWG Bare Copper b. Insulatian: Polyolefin c. Jacket: P�7C with 300-volt rated and manu�'acturer's idenfi�cation d. Transmission Staudards: Category 6- TiA 568.C.2 e. Nominal Velocity of �ropagation: 72% f. Flame Test Method: UL1b66 Vertical Riser listed for indoox and dry locations use Category 5e helow Grade shielded Cable a. Conductors: Four pair #24 AWG Bare CoppeF b. Tnsulation: Palyolefm c. �hield: l OQ% aluminum foil polyester tape with. drain wire d. JaGket: LLPE (L�near Law Density Polyethylene) with 340-volt rated and manu�'acturer's identiFication e. Misc.: NEMA WC-63.I, listed for outdoor and we� lacatinns use f. Water Blocking compound and ]isted fnr c�rect bury applications. Cat�gory Se below Gxade unshielded Cable a. Conductors: Four pair #24 AWG Bare Copper b. Insulat�on: Polyolefiva. c. Jacket: LLPE (Linear Low-Density Polyethylene) with 300-volt rated and manufaeturer's identification d. Misc.: NEMA WG63.1, listed for outdoor and wet locations use. e. TIA-S68-C.2 Category 5e compliance f. Water Blocking compound and listed for direct bury applications. CDM Sinit4� Ea�le Mountaia and Westside W"CP BTD CONSTRUCTION SPECIFIeATION DOCUMENTS City Project No,103335 January 2022 26 OS 19 LOW-VOLTAG� WIRES AND CABLES Page G of l2 7. Categary 6 below G�•ade Cable a. Conductors: 4 pai� 23AWG Bare Copper b. Insulatzon: Polyole�n c. Shield: 100 percent aluminutn foil polyester tape �rith drain w�re d. Jacket: Palyethylezze with 300 �olts rated and manufaetu�-ei-'s identi�cation e. Misc.: Gel filled and NEMA WC-63.1, Iisted fo�• outdoor and wet locations use 4$5 Communications Cable a. Canduetors: One pair #24 AWG Ti_nned Copper b, Insulation: Polyethylene c. Shield: I�0% alumimun foil polyester tape with tinned cappex- d�•ain wire d. Jacket: PVC with 300-vt�lt rated and manuiacturer's identificat�on e. Misc.: UL29I91isted for indoor and dry Iocatians use I�s 2.I0 A. Color code for Ethernet cornmunic�tians cab�es shall be as follows. 1. Green— CATS�e Phone 1 Data 2. Red — CATSe SCADA 3, Blue — CAT6 — Phone / Data 4. White — CAT6 - SCA➢A S. Yellovcr — SCADA TERMINATION MA.TERIALS Povver Conductors: Termination materials, of conductors at equipraeaat, shall be as specified in the relevant equipment Section. B. Contral and Instrumentaiion Conductors (inciuding graphic panel, alarm, low- azad high-le�el signals): Tennination c.annectars �hall be DIN-rail-rnot�ated one-piece inoIded plastic blaeks with tubular-clamp-screw iype, with end barriers, dual side tei�ninal blacic nurnbers and terminal group identifiers. Terminals to be UL Listed for stY'anded conductor terminations. Rated far a maximum of 2#14 sfixanded conductars. Color of terminals to c.omply with NFPA 79. �. Motor Cor�ductors: Motor cannectior�s with conductois #I2 AWG up to #b AWG shall be ring type campression terminatiQns on the motar leads and secured �vif.� bolt, nut and spring washer. Connectians shall be -30°G rubber insulated, half lap, and two layers minim�.uxa of Scotck� 33 or equal vinyl tape. Motor te�7ninatians for conductors #8 AWG and larger shaIl be in accordance with para,graph "Lugs and Connectars" below. Motors provided on this projeci per spacification 26 OS 50 and / ar 26 OS SI shall have motor tez-nainals enclosures with bus and NEMA one-hole or tt�va-ht�le pads to accommodate the conductor terminals specified herein. CDM Smith �a�le Mountain and Westside WTP BID CONSTRUCTION SI'ECIFTCATTON DOCUIviENTS City Project Na.103335 January 2022 26 05 19 LOW-VOLTAGE WIRES AND CABLES Page 7 of l2 D. Lugs a.nd Connectors 1, All lugs and conneetors shall meet the followin� requirennents: a. Tin plated capper. b. Crimped type, installed with standard industry tooling. c. Lugs and cannectors shall match the wue size used and shal� be clear-ly identified and color coded an the connecta�•. d. All connections shall be m�.de far stranded wu�e and shall be made elecY.rically and mecharnica�ly secured. e. The lugs and cannectars shall have a cut�rent cariying capacity equal ta the conductors for which they are rated and meet UL 486 requirements for 75°C. f. Lugs far #i4 AWG up to #b AWG shalI be zing terminals. g. Conductors #4 AWG and larger shail he terminated vvith two-hole Iong barrel lugs with NEMA spacing. h. Alllugs shall be the closed end constructio� ta exclude moisture migx�atian into the cable conductor. 2.11 SPLICE MA.'J.'�.RiAL� A. 1'ower Conductors 1. Circuits shall be pulled from terzx�inal ta terminal, without splicing, except where splicing is shown on the Dcawings. 2. Na otlaer splicing will be pemutted. 3. For wires sizes #$ AWG and s�maller, provide color cnded wire nuts, with metal inserts, 3M or ldeal, rubbe� insulated with half lap and two layers minimum of Scotch 33 tape. 4. For wires g:reater than #8 AWG, provide a heat shrink irisulated, color-coded, die-crimped splice lug, T&B 54��, ax equal, rubber insulated, with half lap and two layers minirnum of Scotch 33 tape. B. Cantrol and Instrumentation Conductats (including graphic panel, alat�an, low- and high-Ievel signals}: No splicing of eontrol and instrumentation conductors wi11 be permitted. 2.12 WALL �1ND FL�OR SLAB OPENING SEALS A. WaII and floflr slab openings shall be sealed with "FLAME-S.AFE" as manufaetured by the Thomas & Betts Corp, or equal. 2.13 WIRE AND CABLE TAGS A. Use the tagging formats for wire and cable as shown an the Dravvings. Where modifications or additions are made to axi�ting wire and cable runs, replace existing tags with new modzfied tags. CDM Smith Bagle Mountain and Westside Vi1TP BiD GONSTRi1CTTON SPECIFICATION DOCi7MBNT5 City Praject No.l p3335 �anuary 2022 26 as �9 LdW-VOLTAGE WIRES AND CABLES Page 8 of 12 B. W'v-e tags for �u•e sizes, #2 AWG and small�r, shall be heat sluinlc type Raychem TMS-SCE, or approved equal with the tag numbers typed with an indelible marlcing process. Charactez• size shall be a rninimum of 1/8-inch in height. Hand writt�n tags shalZ not be acceptable. Where ends are not available, attach cable �gs with nylan tie cord. C. D. E. 2.14 Tags for wires larger than #2 AVJG and all cables shall be thermally pxinted palyethylene type, B�ady TLS 2200 or approved equal, nylon zip tied in accorclance �ith the manufactiu-er's inst��uctions. Tags re�ying on adhesives ar taped-on markers a��e not acceptable. Ta�ging shaIl be dane in accordance witb the execution portion ofthese Specz�cations. WIltE COLOR CODE A. All wire shall be color coded or coded using eleetrical tape in sizes #$ ox• greatei, where colored zzasulation is not available. Where tape is used as Yhe identifica�ion system, it shall he applied in all junction boxes, man.holes and afiher accessible intermediate Iocations as well as at each iermination. B. The following coding sha1l be used: S. vstem 1-P�ase, 3 Wire 2�SY/120, Volts 3-Phase, 4 Wire 480/277, Volts 3-Phase, 4 Wire 2.15 A. Wire Phase A Phase B Neutral Phase A Phase B Phaae C Neut�-al Phase �-1 1'hase B Phase C Neutral CABLE TAG COLOR GODE Calor Black Blue White Black Red Blue White Brown Orange Yellow GraylWl�ite with one or more colored stripes All cable tags shall be white in cdloi• with black printing. CDM Srnith Eag�e Mountain and Westsid� WTP BID CONSTRUCTIQN SPECIFICATIONDOCUMENTS City ProjectNa.1D3335 January 2022 26 OS 14 LQW-VOLTAGE WIRES AND CABLES 1'age 9 of 12 PART 3 - EXECUTION 3.1 GENERAL A. Do not install canductors until the raceway system is in place. No conductor shall be inst.�lled UeLween autlet points, junction points or splicing points, un�il raceway sections have been completed, and raceway cavers are installed for praiection of conducta�s fram damage o�' exposure ta the elements. Any eanductox installed in an incomplete raceway system shall be removed fram the raceway syste�n and fro�n project site. A compiete inspection of sucla raceway �ections shall be campleted, before new conductars are i�stalled. B. Iristalled unapproved wire shall be removed and replaced at no additional cost to the Ownez-. C. Campletely swab raceway system before instalJ.in� conductors, Do not use cleaning agents a�d lubricants vvhicl� have a deleterious effect on the conductors or their insulation. D. Pull all conductars into a raceway at one time, using wixe puliing lt�bricant as needed to protect the wire. E. Except for hand-pulled conductors into raceways, ail wi7re and cabie insta�lation s1�a11 be insta3led with tension-rnanitoring equipment. 1. Wire and cables shall not h� installed Using wivaehes, vehicles or any other mechanica.I devices not intended for the installatzon of wire or cables. The use of pulling tension rnonitoriva.g equipment for the installation of wire ar cable pulIed in using mechanica� means is mandatory. 2. Submii pullin� te�sion records far eaeh wire or cable �ull done using mechanical means monito�red by pulling tension equipment. 3. Conductors which are found to have been installed using mecllanical means without tension—monitaring shall be unmediately remo�ed from the raceways, permanently identified as rejected material, and removed from the jnbsite. New conductors and cables shall be reinstalled, tagged and racevvays resealed, with no change in the C�ntract Price ar 5chedule allovved. F. Do not exceed cahle manufacturer's recommendations for maximurn pulling tensions and minimum bending radii. Where pulling caxnpound is used, use only UL listed compound compatible �ith the cable outer jacket and with the raceway involved. G. Tighten all screws and terminal bolts using torque type wrenches andlor drive�•s to tighten to the inch-pound requirements of the NEC and UL. H. Single cvnductors and cables in manholes, hatzd hol�s, vaults, cab�e trays., and other indieated loca�ions ar� not wrapped together by some other means such as arc and �reproofing tapes, shall be hundled thraughaut their exposed length with nylor�, sel%Iocking, releasabie, cable ties placed at intervals not exceeding %ur inches ot1 centers. I. AIl wue and cable installed in cable trays shall be UL Listed as Type TC, for cable tray use. CDIwi S�nith EagIe Mour►tain and Westside WTP BID CONSTRUCTION SPECIF`CCATION DOCUMENTS City Froject Na.103335 Januaiy 2022 26 OS 19 LOW-VOLTAGE WIRES AND CABLES Page 10 of 12 3.2 CONDUCTQRS 1000 VOLTS AND BELOW A. P�•ovide co�ductior sizes indicated on Dxawings, as a minimuz�n.. B. Us� crimp conneetors an al� st�•anded conductoz•s. C. �oldered mechanical joints insulated witli tape are not be acceptable. D. A��ange wi.zing in cabinets and panels neatIy cut to proper length Surplus wi.�-e shall be removed unless noted otherwise. Conductars shall be bridlad or bundled and see�ared in an acceptable rn.anner. Identify all circuits entering mot+or cantrol centers and al� other cantrol cnclosures in a�cordance with the conductor ideniiftcation system sp�cified herein. E. Terzn.inate cont�•ol and instrumentation wiring wii� methods consist�nt wifh Yer�tninals provided, and in accordance with tex�nina] r�z�anuFacturer's instructinns. F. Attach eompression 1ugs, la�eger f.han #b AWG, with a tool specifieally designed for that putpose �luch provides a complete, cant�olied czitnp where t17e tool will not ielease until the crimp is compleie. Use of plier type critnpers is not acceptable. G. Cap spare conductors and conductors not tcrminated witk� the UL listed end caps. H. Re�ove all burrs, charnfer a11 edges, and install bushings and pratective strips of insulating material to protect the conductors passing through holes ar over edges zn sheet zxietaI enclasures. Provide at least fi feet spare conductors in freestanding paneIs and at least two feet spare in Qther assemblies far all conductiors which are tn be ternunated by others. Piovide additional conductot• length in any assembly whe��e it is ob�ious that more conductor will be needed to reaeh the termination point. J. Do nat cnmbine power conduetors in the same raceway uuless slaown on Drawings. Do not run signal conductors caz-rying voltages less �han 120 volts AC in the sama raceway as conductn.rs carrying higher voltages regardtess of the i�sulation rating af the conductors. Do not share neut�als on branch cireuits. 3.3 GROUNllING A. Canduits and ather raceways shall contain an equipment g�rounding conductor whether the raceway is metallic or not. Condnits, motors, cabinets, outlets and other equipznent sha11 be proparly grounded in accardance with NEC rec�ui:rexnents and specification I6660 26 OS 26.. Ground wires �xpased to mechanical damage shail be installed in rigid al�rninum conduit. Make connections to equipment with solderIess connections. Connections to ground rods shall be of the fused type equal to the Cadweld process. 3.4 TERMINATIONS AND SPLTCES A. No splices of vvire and cable will be perrn.itted, excapt where specifically permitted by the Owner/Engin�er in writing, or as shown on the Drawings. CDM SinitM Eagle Mountain and �Jestside WTP BID CONSTRUCTION SPECIFICATION DOCLIMENTS City ProjectNo.i03335 January 20.22 26 05 19 LOW-VOLTAGE WIRE� AND CABLES Page I I o� 12 ; C. 1'o�wer conducto�s: Terrninations shall he made with c�onnectors as �pecified. Splices, where speeifically allowed as stated above, shall be made in a Tei�r►ination Cabinet {TG). Controi Conductox•s: Splices of confi�•ol conductors wiIl nat be permitted between terminal points. Te�•tninations shall be made with approved terminals as specified. D. Instrumentation Signal. Conductors (including graphic panel, al�m, low and high Ievel signals}: SpIices of Instrumentatia� canductors will not be �aermitted betvireen tei�ina� poi�ts. Tei7ninations shall be mad� �vith cotu�.ectors as specified. The shield of pair shielded and i�iad shielded shall be tez-minated an tetxninal st�ips. Provide dedicated terminal block to every conductoz zncluding shields. Double lugging termi�aati4ns is nat acceptable. 3.5 IIVSTRUMENTATION CABLES A. Instrumentation cables shall be znstalled in raceways as specified. Unless specifically shown on the Drawings, a11 instru�nentation circuits shall l�e installed as single shielded twisted pair cables or szngle shielded twisted triads. In no case shall a cucuit be made up using canductors from different pairs or txiads. Triads shal.l be used wherever three wire circuits are required. B. Terminal blocks shall be provided at all instru�xzent cable junciion boxes, and all c�rcuits shall be identified at such junctions. C. Shielded instrumentation wire, coaxial cable, data hi ��way cable, discrete IIO, mul.tipl� conductor cab�e, and fiber optxc cab.les shall be �un without splices between instrutne�ts,. terminal boxes, or panels. The shield shall be cantinuous for the entir� run. D. Shields shall be grnunded at the PLC/RT`U. Terminal blocics sJaalX be pro�ided for inter-connecting shield drain wires at alI junction boxes. Individual circuit sliielding sha11 be provided with its own blocic. E. Shield wu-e shall be wrapped and taped at the transmitter end of the signal run. Before termination, peel back the outer sheath, ieaving the shieid intaci. Wrap t1�e drain wire around tbe conductors, leaving approximately two inches exposed. Wrap �lie d�-ain wire with two layers af �cotch 33 tape. 3.6 WIRE TAGGING A. All wiring shall i�e tagged at all termination points and at all major access points in the eleetrical raceways. A termination point is defined as any point or junc�ion �where a wire or cable is physically connected. This includes terminal blocks and devzce terminals. A majar aecess point to a raceway is defined as any enclostu�; box or space designed for wire or cable pulling or inspectian and includes pu11 boxes, manholes, and junction boxes. B. Wire tags skzall shaw bo�h origination and destination infarmation to allovcr fbr a wire Qr cable to be tcaced fram point in th� field. Informatian regarding its ori�ination shall be s�own in parenthesis. CDM Sinith Eagle Mountain and Westside WTP BID CONSTRj7GTION SPECIFICATTON DOCUII+�NTS City Project No.103335 January 2022 26 OS 19 LOW-VOLTAG�, WIRES AND CABLES Page 12 of I2 C. For multzconductar cables, both the individual conductors and the overall cabie s�aall be tagged, Conductors that are pait of a multicanductot• cable shacll referenct� the cable identificat�on niunbez• that they a�•e a pazt of, as well as a unique conductar number wzthin the cable. 3.7 CABLE TAGGING A. All eables sha11 be tagged at all termination paYnts a�nd at all tnajor access points in the elec�rical raceways as defined in the wire tag section of �his Speciiication. B. The cable tag shall be insialled where the cable enters and Ie�aves each access point (e.g., junction box, manhale, etc.). In ca�es of lizaaited access space, a single tag may be used �at shows boi� equipment tag origination and destination, In the case where the jacket is stripped for terminations, the tag shall be installed at the end of fihe jacket, a 3.8 FIELD TESTS A. Conductors under b00 volts 2 3. 4 Perform insulation resistance testing of all power circuits below lOQO volts with a 100�- vo�t nnegger, in accardance with the recommendatians of t.�.e wu•e mauuiacturer. Prepare a written tesi repa�•t of the results and submit to the OwnerlEngineer pz�oz� to ftnal inspection. Minimum acceptable value �or insulatian resistance is 100 megohms. Lower values shall b� acceptable only by the OwnerlEngineer's specific written approval. Disconnect equiptnent that might be datnaged by this test. Perforrn tests with all other equipment connected to the circuit. B. Tests: A£ter instrumenta�ion cable installati�n and conductor termination 6y the insY.r�rnentation and control supplier, perform tests to ensure that ins�t�umentation cable shields are isolated from ground, except at the grounding point in the instrumentation controI panel. Remove all improper grounds. END OF �ECTION 2b fl5 19 CDM Smith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCUMENTS City Praject No.103335 January 2Q22 26 OS 33 RACEWAYS, BOX�S., ENCLOSURES, AND FITTINGS Page 1 of 2 L SECTION 2b OS 33 - RACEWAYS, BOXE5, ENCLOSURES, AND FITTINGS PART1- GENERAL �,I SCOPE OF VVORK A. Furnish and install complete raceway systems as shown on t11e Drawings and as speci_fied her�in. A raceway system shall consist of materials designed expressly f4r containing wires and cables, including but not limited to, conduit, device bodzes, conduit bodies, raceway boxes, enclosures containing electrical devices, controls and related materials, B. Raceways and conductors that are listed on tlie raceway and canductor schedules are generally not shown on the Drawings, excep� wher� they are required to pass through a restricted or designated space. Raeeways indieated to be r�n "exposed" on the schedules shal.l be ran n�ar the ceilings or along the walls of the areas through which they pass and shall be routed to �void conflicts with HVAC ducts, cranes and hoists, lighting fixtures, doors and hatches, etc. Raceways indicated to be run concealed shall be run in t11e center af conerete floar slabs, in partitions, or above hung ceilings, as required. 1.2 RELATED WORK A. Refer ta Division 26 QO 00 and the Contract Drawings, for related work and electrica! coordination requirements. 1.3 SLTBMITTALS A. 1. 2. 3. 4. B. Submittals sk�all be made in accordance with requirements af Divisifln 1, 26 00 fl0, the Contract Dfleurnents and as specified herein the %llov�ring: T'he manufacturers' names and pr•oduct desig�ation or catalog numbers for the types of materials speci�ed or shown on the D�•awings. Cut sheats for each individual item shall be subrnitted. All cut sheets shall be clearly marked to indicate which products are being submitted for use an this praject. All eut sheets shall be clearly marked to indicat� which products are bei�g submitted for use on this project All shop dxaw�z�g s�bmittals and alj O&M submittals shall be submitted Divisian 1. No change in Contract Price ar Schedule will be allowed %� delays due to unacceptable submittals. CDM Smith BID C�NSTRUCTIQN SPECIFICATION DOCUMENTS January 2022 Eagle Mountain and Wes�side WTP City Froject No.103335 26 U5 33 RACEWAYS, BOXES, ENCLO�URES, AND FiTTINGS Page 2 of 21 C. Submittals sl�all also contain infoixnation on rela�ad equipment to be furnished under this Specificatio.r�. Tncomp.leie. submittals not cantaining the required infar�natian on the related equipment will also be returned witl�out review. CDM �rnith BID CONSTRUCTION �PECIFICATION DQCUMENTS .Tanuary 2022 Eagle Mauntain and Westside WTP City Project No.103335 26 OS 33 RAeEWAYS, BO�ES, ENCLOSURES, AND FITTIi�1GS Page 3 of 21 I] Submit to the Owner/Engineer, shop draysrings and prc�duct data, for the �'ollowing: Submit catalag data of all conduit, conduit fittings, boxes, enclosures, and accessories, 1,4 A. speci�ed under this Section. 2. Catalog data shall show compliance with the referenced codes and standards. 3. All selections, options and exceptions shall be clearly indicated. REFERENCE CODES AND STANDARDS All products and corzaponents shawn an the Dra.wings and list�ed in this specification sliall be designed and manufactured aceording to latest revision oithe following standards {unless fltherwise notad}: 1. NFPA 70 — National Electrical Cot�e (NEC}. 2. NFPA 70E -- Standard For Elactrical Safety in the Warl�laee 3, iTL (A — Ejectri�al Rigid Metal Canduit A�. ANSI C80.5 — Electr:�cal Rigid Aluminum Conduit UL 514B — Ouilet Bodi�s B. Al1 equipment companents and completed assemblies specified in this Sec�ion of the Speeifications shall6ear the appropriate 3abe1 of Underwriters Laboratories. CDM Smith Eagie Mountain and Westside WTP BID CONSTItUCTION Sl'ECIFICATION DOCUMENTS City ProjectNo.103335 .Tanuary 2022 26 OS 33 RACEWAYS, BOXES, ENCLQSURE�, AND FITTINGS Page 4 of 21 1.5 : QUALITY ASSURANCE A. Tlie manufacturer of these materials shall have produced similar electrical materials and equipnnent for a minimum period of five years. Wh.en requ�sted by the OwnerlEngineer, an acceptable list of instalIations with similar equipment sl�all be provicled dernanstrating cozrnpliance with �his requirement. The manufacturer of the assetnb.ly shall be the manufacturer of t�e major carnponents within t��e assembly. Ail asserr�blies shall be of the same manufacttuer, � The installer of rnaterials specified herein, shall have a minimum of �ive years' experience in tl�e installation of each type of material. Prooi of experience shall be subrr�itted, upon request of the OwnerlEngineer, prior to instatlation. D, ilsed materials are unacce�table, will be rejected and shall be removed frarri tha job site. Used inaterials, i�installed, shall be removed and replacad vcrith new materiafs. If new �naterials axe instal[ed with used materials, and the removal of the usad materials renders t12e new materials in an unacceptable c�ndition, such as new conductors 'tnstalled in used racaway components, (dete��ined by the EngineerlOwner alone) then tk�e t�ew materials shall be removed alang u�ith the used materials and replaced, No increasa in the Contract Price nar in Cantract Schedule �vi[I ba allowed. 1.6 JOBSITE DELIVERY, STORAGE AND HANDLING A. Prior to jobsite delivery, complet� all submittal requirements, and present to the Owner/Engineer prior to delivery nf the equipment, an approved copy of all such submiltals. Delivery of incomplete constructed equipment, ar equipment which fai[ed any factory tests, will� not be permitted. B. C. D, 1.'1 Materials shald be handled and stored in aceordance r�vith manufacturer's instruciians. Materials shall not 6e sY,ared exposed to sunlight, SucIi materials shall be cornpietely co�ered. Materials showing szgns of previous use, jabsite storage at another IQcatian, or exposure to the elements ar ather damage will 6e rejected. WARRANTY A. Provide warranties, including the manufacturer's warrante.e, for the equipment specified and the proper installation thereof, ta be free frorn defects in material and workmanship far two years from cfate of �nal aeceptance af tile equipment and its installation. Within such period of warranty, al� mate�•ial and labor necessaty to return the equipment to nea�v operating candition shall be provided. Any warranty work requiring shipping or tt�ansport�ng af the equipment shall E�a proeided at no expense to the Owner. CDM Srriith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIF��ATION DOCUMENTS Ciry Project No.I03335 January 2022 26 OS 33 RACEWAYS, BOXES, ENCLOSURES, AND FITTINGS Page 5 af 21 CDM Smith BID CONSTRUCTION SI'ECIFICATION DOCUMENTS January 2022 Eagle Mauntain and Westside V4�TP City Project No.103335 26 OS 33 RACEWAYS, BOXES, ENCLOSURES, AND FITTINGS Page b of 2l YART 2 - PRODUCTS 2.1 GENERAL A. B. 1. 2. 3. 2.2 A. : �� Raeeways and fitt�ings shall be as shown on the Drawings, wi�li a minunum 3/4-inch trad�; size. De�ice entries less than 314 inch s11aI1 be provided with an adaptor l•o connect 3/a-inch or [arg�r conduit. The fallowing adaptors axe acaeptable: REAI2SA, Cnoper Crouse Hinds or equal, for alumin�lrr� ADAPT ADU302�30, REDAPT or equal, for 316 stainless. Approved equal CONDUIT RACEWAY PVC Coated Rigid Aluminum Canduit (CRMC) 1. FVC coated rigid alu�ninum condnit shall E�ave a minirnum 0.040-incE� �;hick, palyvinyl chloride coating permanently bonded to rigid alurninurn conduit and an internal chemically cured urethane or anamel coating. 2. Rigid Aluminum conduit shall be extruded froin AA 6063 aIloy in temper designation T- 1 and shall conform to FED Spec WW-C-544C, AN�I C80.5 and UL 6�L. 3. The ends a#' aIl couplings, fittings, etc. shall have a minirnum of one pipe diameter in Length of PVC o�erlap. 4. ElboGvs and couplings shall be PVC coated by the same manufacturer supplying the conduit PVC coating system, Elbo�vs and couplings used with PVC coated conduit shall be fiirnished with a PVC coating bonded to the aluminum, the same thickness as used on the coated aluminum conduit. Liquid tight Altuninum Flexible Metal Conduit (LFMC) 1. Liquid tight alumznum flexible metal canduit shall ��ave an. interlocked aluminum core, PVC jacket rated foz• 60 d�grees C, and rneeting NEC Article 351. 2. Fittings used �ith liquid tight fiexible aluminum conduit shall be copper-free aluminum and shall conform ta FEDSPEC AAS0552, and L1L-514B. Rigid Aluminum Conduit (RMC) Rigid Aluzxainum conduit shall �e extruded from AA 6463 alloy in temper designation T- 1 and shall conform to FED Spec WW�C-540C, ANSI C80.5 and LJL bA. CDM Smith SID CONSTRUCTION SPECIFICATION DOCUiVIENTS ]anuary 2fl22 Eag1e Mountain ant� Westsit�e WTP Cit� Froject No.103335 2b0533 RACE�AYS, BOXES, ENCLOSURES, AND FITTINGS Page 7 of 21 !� Rigid PVC �ch�dule 40 Conduit {RNC} Schedule 40 PVC Rigid Nonmetallic Conduit {RNC) shall be designed far use underground as described in the NEC, resistant to sunlight. T11e canduits and �t�ings shall be manufactured ta NEMA TC-2, Federal Speciiication WC1094A and UL b51 specificatians. Fittings shall be manufaciured to NEMA TC-3, Federal Specification WC 1094A and UL 514B. Conduit shall have a UL Label. 2. Manufacturers 2.3 WIREWAYS A. All v�+ireways shali be NEMA 4X 316 stainless steel, with gasketed hinged covers and stainless steel quicic-release type latches. Wireway shall haue two Breatlier/Drains for each ten f�et of wireway. Breather/Drain shall be in the bottom, near the ends of the wireway. Wireways shall have integral welded mounting lugs. Balted-on mounting lugs are unacceptable B, Manufacturers 1. Tindustrial Enclosur� Corpora�ion 2. Cooper B Line a. Approved equal C. Breather/Drains 1. Eaton Crouse-Hinds 316 stainless steel a. Approved equal D. The listing of specific manufacturers above does nat irnply acceptance of their products that da not meet the specified ratings, features and fu�nctians. Manufackurers listed above are not relieved from meeting these specifications in their entirety. 2.4 RACEWAYS BOXES AND EQUIPMENT ENCLO�URES A. The term box and enclosure are synonymous for this specification. Baxes arzd enclosures specified h�rein, include terminal boxes, junction baxes pull boxes, and boxes for switch, receptacles and lighting, Enclasures used far electrical az�d instrumentation equipment, otlier th.an terminal boxes, shall be provided as described in this section with referenees to this speci�ication in other specificatian sections. All raceway 6oxes and eqiYipment enclosures shall be prov.ided with a common ground point and shall be UL rated. CAM Smith Eagle Mau�tain and Westside WTP BID CONSTRUCTI�N SPECIFICATION DOCiTMENTS City Projeet No.103335 .Tanuary 2022 26 05 33 RACEWAZ'S, BDXE�, ENCLOSURES, AND FITTING� Page S of �.1 B. NEMA Type 4X baxes shall be 3 l b stain�ess steeI or aluminum only as otherwise specified or shown with mounting Iugs of• bracleets welded on t11e box, suitable for wall mounting, or have rnounting feet v�+here se�f-standing. Boxes for walI-mounting sliall have integral welded- on mounting lugs, Enclosures with t�noun�ing feet shall hav� the mounting feet bracicets for the attachinerit of inounting feet weIded an. Boxes rnanu�actured with holes intended for mounting using balted-on mounting Iugs or feet are not acceptable. Drilling through the bacic a� the box to maunt is strictIy prahibited. DriIled boxes shall be removed and replaced. All baxes shall have continua�isly welded seams ground smQotl�, and shall have continuo�s hinged, gasketed doors, Box bodies shal.l nat be less than 16 gauge. Boxes larger than 24 inches X 20 inches sha11 have a three-point type latch witla l�zandle. Boxes 24 inches X 20 inches or smaller shalI have 3I& stainless steel tuggage type quick release latcl�e�, or three- point latch systern with ali components 3I6 stainless steel. Latch systems requi�ing tools ta open or close are unaccepta�le. C. MANUFACTifRERS 1. The listing of specific manufacturers above daes not imply acceptance of their prod�cts tl�at do not meet the specified ratings, features and functions. Manufacturers listed above are not relieved fram meeting these specifcations in their ent�rety 2. EncIosures hausing electrical equipment anay be constructed by the manufacturer of that eqnipment but shall meet �l�e all the physical requirements specif ed herein a, Eaton Crouse Hinds b. Appleton Electric c. Appletan Electric d. EMF Company e. NEIVIA Enclosures Cornpany f. Cooper B Line g. Rittal EMF Company h. NENIA Enclosures Company i. Appraved equal j. The following are non-metallic enclosure manlifact�irers: I) Allied Malded Products, Inc 2) Cantex 3} Hubb�ll-Wiegmann Non-Metal�ic 4} Apprat�ed equal D. NEMA 4X 316 Stainless Steel enelosures 1. Use for all locations iu�less otnerwise shown or speci�ed. 2. Type 316 stainless steei, body and door. 3. S'tainless steel continuaus hinge. 4. Foam in-place gas.kat. S. Single point quarter turn Iatches {20-inch X 24-inch and smaller}. All others shall have thre�;-point. CDM Smith Ea�le Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCUM�IVT� City Project No.103335 ]anuary 2022 26 OS 33 RACEWAYS, $OXES, ENCLOSURES, AND �'ITTITIGS Page 9 of 21 E. NEMA 4X Aluminum boxes sha11 be constructed as follows: I. Type 5052 aluminum, body and door 2, Stainless steel continuous hinge 3. Foam in-place gasket 4. Single point c�uarter tutn latches (20-inch X 24-inch and below). Ail others tllree-paint latch CDM S.mitk Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFTCATION DOCUMENTS Ciry Project No.103335 January 2022 26 OS 33 RACEWAYS, BOXE�, ENCLOSURES, AND FITTINGS Page 10 af 21 2.5 DEVICE BOXES A. Device boxes installed i� aluminum rac�way systems for switches and receptacle, etc., shall be copper free c.ast aluminum, and shall have tapered, threaded, hubs, wzth integral bus.hings. Boxes shall have internal geounding screw, and a minimum oftwo mounfing feet, Boxe� shaEl be type FD. B. Manufacturers 1. Eatan Crouse-Hinds 2. Appleton 3. Approved equal 2.6 CONDUIT OUTLET BODIES A, ConcEuit outlet bodies and cavers shall he Form 7, cflpper-free aIuminurn, with captive screw- clamp cover, ne�prene gaskat and stainless-steel screws and cla�nps for conduits up to and including 2�1/2 inches. B. Manufacturers C. � 1. �aton Crouse-Hinds Form 7 vtrith Mark 7 weflge-nut cover �. Appleton 3. Approved equal Pravide junction boxes for conduits larger tlaan 2-112 inches. All outlet boxes and covers for Class 1 Division 2 areas shall be rated NEMA 4X, 1. Manufacturers a, Eaton Crouse-Hinds EA Series b. Approved equal 2.7 CONDUIT HUBS A. Conduit hubs far use on raceway system pull and junction baxes shall be �atertight, �ltreaded aluminuzn., insulated throat, stainless steel grounding screw B. Manufacturers 1. T&B H150GRA Series 2. Approved equal CDM Smith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECI�`TCATION DaCUMENTS Cit}r Project No.103335 January 2022 26 as �3 RACEWAYS, BOXES, ENCL�SURES, AND FITTINGS Page 1 I of 2I 2.8 GROUNDING BUSHINGS A. Grounding bushings shall be insulated lay-in lug groltnding bushings witl� tin-plated copper grounding paYh. Bushings shall have integrally moided noncoznbustible phenoIic insulated s�xrfaces rated 150°C. Each bushing shall be fi�inished witli a piastic insert cap. The size of the lug sha�l be suf�"icient to accommodate the m�imum graund wire size required by the NEC for the application. B. Manufacturers 1. O-Z/Gedne�r Type ABLG 2. Approved equal 2.9 2.10 RACEWAY SEALANT A, Raceway sealant %r use in the sealing of raceway hubs, entering or terminating in boxes ar enclosures where such sealing is shown or specified, shall be 3M 1000NS Watertight Se nt, or approved equal. This requirerz�ent shall apply for all raceways in the cazzduit system 1 CONDUIT PENETRATION SEALS A. Conduit wall and floor seals O.Z./Gedney Co. Series CSM a. Type CSML-XXXP shall be used for all applications that do nat require a recessed sealing bushing. b. Type CSMI-XXXP shall be used for all applications that require a recessed seaiing hushing. 2, Approved equal 2.I1 EXPANSTON-DEFLECTION COUPLING A. Combination expansion-deflection iittings with 3./4-inch a.xial expansian and contraction mov�ment, 314-inch parallel misalignment movement, and up fo 30 degrees of angUIar rnovement in any direction. Tt shall be copper-free aluminum, with exterior tinned copper braid bonding jumper and 316 stainless grounding straps B. Manufacturers 1. Eaton Crouse-Hinds Model XD 2. Approved equal CDM Smith Eagle Monntain and Westside WTP BID CONSTRUCTION �FECIFICATION DOCUMENTS Ciry Project Na.103335 3anuary 2022 26 OS 33 RACEWAYS, BO�ES, ENCLOSURES, AND �ITTINGS Page 12 of 21 2.12 EXPANSION FITTINGS A. �,xpansion �ttings shall provide �ight-inch movement, shall be made of coppee-free aluminum, witll exterior tinned copper braid ba.nding jumper and 316 staznless grounding straps. Provide inte�-nal graunding. N�Ion tie wraps ara noi acceptable. S. Manufaeturers I. Eaton Crouse-Hinds Co. Type XJG�A 2. Approv�d equai 2.13 EXPLOSION-PROOF SEALS, BREATHERS AND DRAINS A. Explosion proof fittings shall be designed for Class 1 Division 1, Group D, hazar.dous locati�ns. Fittings shall �e copper-free aluminum, with seals, breathers and drains. Provide type ED, or as requircd for t�ie application. B. Manufacturers 1. Eaton Cro�.ise-Hinds Co. 2. Apple�on Eleetric Co. 3. O.Z./Gedney Co. 4. Appraved equal 2,14 KELLEMS GRIFS A. Kelle�a�s grips cables supports shaEl be 3Ib stainless steel. 2. l5 CONDUIT MOUNTING EQUIPMENT A. Pull and junctinn box suppores, spacers, canduit support rrods, elamps, hangers, channei, nut, bolts, v�rashers, ete. and shall be 316 stainless steel. Nylort tie r�vraps are nat acceptable. 2.1 b CONDUIT IDENTIFICATION TAGGING A. Use tfre tagging formats for conduits as shown on the Drawings, B. Conduit identification plates shall be embossed stainless steel with stainless steel band, permanently secured to tk�e conduit witliout screws. Nylon tie wrap.s are not acccptable. C. Idanti�catian plates shalI be as rnanufactured by the �anduit Corp, ar equal, CDM S�mith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.103335 January 2022 26 OS 33 RAC�'WAYS, BOXES, �NCLOSURES, AND FITTINGS Page 13 of 21 PART 3 - EXECUTION 3.1 A. B. C. RACEWAY APPLIGATTONS Unless exact locatians are shown on tl�e Drawings, cQordinate the placement of raceway systems and related components with other trades and exisiing installations. Raceway Systems for the installation of Fiber �ptic Cables shall not contain conduit bodi�s, device boxes, or raceway boxes containing �ess than twelve inches of bend radius. Unless shown on t�ie Drawings ar s}aecified otherwise, the raceway type installed with respect to the location shall be as foIlows, including all materials: Raceway System 1 Location 1. Rigid Galvanized (RSC) Type Not acceptable for use an this project 2. PVC Coated Alurrlinum (CRMC) Type Ajl embedd�d raceway bends, undergraund duct bank bends ai more than 20 degrees, and all raeeway st�ib-ups to a minimum of six inches above finished floor or grade and in Chlorine and Caustic rool�s. 3. Liquidtig�t Flexi�ie Aluminum {LFMC) Type Raceway connection to vibrating equipment, and as shown an the Drawings in all areas. 4. Rigid Non-metallic, Schedule 4{1 PVC (RNC) Underground encased in red dyed reinforced Type cancrete. � 3.2 I,� All conduit of a given type shall be the prociuct of one manufacturer, BOX APPLICATIONS All raceway junctian pulI and t�rminal boxes and electrical equipment enclosures shall have NEMA ratings �or the location in which they axe installed, and as specifi�d herein, B. The distance between each racer�ay entry inside the box and the opposite wall af the box shall not be less than eight times the metric designator (t�ade size) of the largest raceway in a row. This distance shali be increased for additiana� entries by the amount of the sum of the diameters af ail other raceway entries in the sa�ne row on the same �all of ti�e box, Each row shail be ca3culated individually, and th� single row that provides the maximum distarice shall be used. C. Provida cast altuninum conduit ��tings for exposed switch, receptacle and lighting outlet boxes. CDM Smith BID CONSTRUCTION SPECIFICATION DOCUMENTS January 2022 Eagie Mountain and Westside WTP Gity Project Na.103335 26 OS 33 RACEWAYS, BOXES, ENCLOSI7RES, AND FITTINGS Page 14 of 2I D. All raceway boxes and n�all — maunted electrical equipment enciosures shalI be provided with factoiy mounting integi•al weld�d maunting �ugs. Bolt-on gask�ted mounting lugs attaclied through factory-drilled holes are not acceptabl� for any raceway box or electrical equipment enclostu•e. Drilling th�•ough the bacIc of any box or enclostlre is prohibit�d, and if so installed, shall be removed and replaced, with no inerease in the Cantraci Price or Construction Schedule. E. No penetrations shall be made in the top of boxes or �l�etrical equipment enclosuz•es in wet locations. 3.3 DEVICE BQX APPLIGATIQNS A. Device boxes sfiall be used for rnounting wiring devices such as receptacles, switches, tl�ermostats, lighting and other permanentiy nnounted devices. All de�ice boxes shaIl be installed with a ininimum of 1/4-inch air space 6etween the back of the box and the wall or back pan�l on which it is installec�. The space may be created with enough 316 stainless st�el washers ta pra�ide the required air space ar may be mounted using 31 b stainless steel slotted channel. 3.4 CONDUIT OUTLET BODIES APPLICATIONS A. Conduit outlet hadies may be used on conduits up to and including 2-1/2 inches, except where junction boxes are shown or otherwise speci�ed. For conc�uits larger than 2-1/2 inches, junction boxes shall be provided. 3.S CONDUIT HUB APPLICATT�NS A, Llnless speci�'icallq stated herein or descrihed on t�►e Drawings, all raceways sha11 teiminate at an autlel with a conduit ��ub. Locknut ar double 1Qcicnut terrninatians will no# �e permitted. B, When conduits contain equipnnent grounding canductors the wire shall be grounded to the hub(s} associated witl-� tl�at grounding canductt�r. 3.6 INSULATED GROUNDING BU�HING APPLICATIONS A. Insulated grounding bushings shall be provided an.d used to ternainate raceways where the raceways enter pad-mounted electrical eqnipment or switchgear from the battorn where there is no wall or flaor pan on whi�h to anchor or terminate the raceway. B. All o�her raceways shall terminate on �nclosures with a conduit hub, except for NEMA 7/4X areas. C, Graunding bushing caps shall remain on the bushing until the �ire is ready to be pulled. CDM Smith Eagle Mouratain and Westside WTP BID CONSTRUCTTON SPECIF`ICATION DOCLJMENT� City Project Na.143335 January 2022 26 OS 33 RACEWAYS, BOXES, ENCLOSURES, AND FITTING� Page L 5 of 21 CDM Smith BID CDNSTRi]CTION SPECIFICATI�N DOCUMENTS 3anuary 2Q22 Eagle Mountain and Westside WTP City Prolect No.103335 26 OS 33 RACEWAYS, SOXES, ENCLOSURES, AND FITTINGS Pa�;e 16 of 21 3.7 CQNDUIT k'ITTINGS APPLICATIONS A. Gombination expansion-deflection fittings shall be installed where canduits cross st�-ucture expansion joints, and where installed in exposed conduit runs such that the distance between expansion-deflection �ttings does not exceed I50 feet of conduit run. Expansion-defEection fit�ings are acceptable in i�door Iocations aut of exposure to dire�ct sunlight ar otlier outdoor locations which are shaded. B. Expazaszon-deflaction fittings are not acceptable for use nutdoars unless approved in wrriting on a case-by-case basis from the Engineer/�wner. Wh�re coinbination expansion-deflection fittings vvith exposed non-metallic sectio.ns, are approved by the Enginear/Owner for use where exposed to sunligl�t ar other outdoor locations �nrhich are shaded, an aluminum wrap shall be installed loosely over the nan-metallic porrtxon, ext�nding at least two inches beyond ihe ends. The wrap shall be ioosely secured, to perrnit movement, with at least two 316 SS fastenei•s. Nylon tie-wraps are not acceptable. C, Provide an expansion fittir�g r�rith a minimum of six inches aVailabie movement shall be installed on �l�e exposed side oiunder to above grade cflnduit transitions. Expansion- deflection fittings shall not be provided unless appraved and proteeted as specified abo�e. 3.8 CONDUTI' PENETRATION SEALS APPLICATIONS A. Conduit wall seais shall be used wY�er� underground �onduits penetrat� walls or at other locations shativn on the Drawxngs. B. Conduit sealing bushings shall be used to seal conduit ends expased to the weather and at otller locations sl�own on the Drawings. 3.9 E�PLOSTON-PROOF SEALS, BREATHERS AND DRAINS APPLICATIONS A. Fittings consisting of sealing �ttings, breathers, drains, r�ith sealing compound and fiber, as specified herein, shall be used as required to meet a�l ihe req�iirements of the National EIectrica[ Code. 3.10 CONDUIT TAG APPLICATIONS A. Al1 conduits si�all b� tagged within one foot of the entry of �quipment, and wall and floor penetrations. B. Tag all underground eonduits and ducts at all locations, exiting and �ntering from underground, incIuding manholes and handholes. CDM Smitli Eagle Mountain and Westside WTP BID CONS'I"RUCTTON SPECIFICAT�ON DOCUMENTS City Praject No.I03335 .�anuary �022 26 OS 33 RACEWAYS, BOXES, ENCLOSURE�, AND FITTINGS Page 17 of 21 3.1 I RACEWAY SEALIi�iG A. Ali raceways entering junction bo�es, termirial junction boxes, elech-ical eyuipmeni enclosures or controi panels containing electrical or instrumentatian equipment shall be connected to the box, enciosure ar panel using conduit hubs and shall be sealed with Raceway 5ealant, as specified lierein. 3.12 A. PVC R.ACEWAY TO PVC COATED ALUMTNUIvI RACEWAY TRANSITIONS IN CONCRETE ENCASEMENT Tra�sitions fro�n PVC raceway to PVC coated aluminum raceway in concrete encasements sha�l be made as follows: 1. Terminate the PVC conduit in a threaded PVC female adapter. 2. Terminate the I'VC coated alurninuzn canduit in a threaded inale adaptor. 3. Thread the inale PVC-coated aluminum conduit adaptor into the female threaded PVC adapter. 3.13 I: Tighten the joint securely, then douhle layer wrap the�oint with two-inch vinyl electrical tape for a distance of two inches each side of the threaded joint to prevent any contact between any exposed aluxninum threads and coMcrete. RACEWAY INSTALLATION A. Do not install pull wires and conduetors until the raceway systern is in place. No wire shall be installed between outlet paints, junction paints ar splicing points, until all raceway sections are complete, and aIl raceway co�ers are installed for prataction ot' conductars from damage or exposure to the elements. Conductors installed in�a incomplete raceway systems are considered improperly instaIled and are in violation of the NEC. The occurrence of wire installed in an incomplete snstallation, shall require the rernaval of sucl� conductors from the project site, and replacement ofthe conductors at with no increase in Contract Pric� ar Schedule. The raceway systenn sIaall be eompleted and inspected by the Engineer/Owner, befare new conduetars are installed. B. No conduit smaller than 3/4-inch electrical trade size, shall be used, nor shall any have rnore than the equivalent of three 90-degree bend,s in any one r�u�. Pull boxes shall be provided as necessary. Conduit reducers which are the same type of the raceway shall be instaIled where manufacturer-provided �nclosc�res are not available with conduit hubs larger than 112-inch at ihe enclosure to t�rminate 3/4-inch conduit. The raceway fill shall b� ad3usted to accommodate the small�r flpenirig in the manufacturer-provided enclasure. Notify the EngineerlOwner prior to the installation of t�ae raceway into enclosures with openings smaller than the specified minimum. Raceways installed without natiee are considered unaccepiable and may be required to be removed at the Engineer's/�vwner's diseretion with no increase in the Contract Price or Schedule allor�ad. CDM Smith BID CONSTRUCTION SPECIFICATION DOCUMENTS danuaxy 2022 Eagie Mountain and Westside WTP Ciry Prnject No.103335 26 OS 33 RACEWAYS, BOXES, ENCLO�URES, AND FITTINGS Page 18 of 21 G. AIl xaceways, insfalled underground, shall be insta[led in accordance with Sectzon 2b OS 43 Und�rgt-ound Systexn, and be a minimum size of two-inch trade size unless otlierwise sliawr� in the plans. D. Raceways entering or Iea�ing the raceway system, vvhich cnuId be subjected ta the entry of moisture, rain oi° liquid of any typ�, sliall be tightly saaled, using 3M 1004NS Watertight Sealant, or approved equal at any possible moisture entry paint bo�li befnre and after the in�tallation of cables to prevent the ent�y of water oz• n:aaisture to the Raceway System at any time. Any damage to new ar existing; equipment, due to the entranee of rr�oisture from unsealed raceways, shalt �e corrected by cor�plete replaceynent af such equipment. No increase in the Contract Frice or Schedule will be allowed. Cleaning or drying of such damaged equipment will not be a�ceptable. E, Conduit supports, ath�r than for underground raceways, sha�l be spaced at intexvals of eight feet or less, as xequired by the NEC and as r�quired to abtain rigid construction. Conduits sha11 !�e supported n�ar the �ntry into any enclosure in accordance with the NEC. Canduits s�iall not be usad to suppoi�t other conduits, nor shall conduits be supparted from cable tray. F. Single conduits shall be suppoxted by na.eans af one-hol� pipe clamps in combination with one-screw back plate5, to raise conduits fronn the surface. G. Muftiple nYns af conduits shall be supported on trapeze type hangers with horizonta! members and threaded hanger rods. The rods shail be not less than 3/8-inch diamete�•. Multiple conduits mo�rnted on walls sha11 be snpported using strut and 316 stainless steel conduit clamps, screr�rs, nt,tts and waslters. H. Surface mounted panel boxes, junetion boxes, conduit, etc. shall be supported as specified herein. I. Co�duit hangers shall be attached ta structural steel by means of beam or channel clamps. Where attached to concrete surfaces, anchars shall be as speci�ed in �ection 26 05 29 �lectrical Support Hardware. No electrical eqLlipment enclosures, baxes, teiminal junction boxes or raceways sliall b� attached to or supportad from, sheet inetal walls. K. All conduits on axposed work shall be run at right angles to and paratlel with the surroundin� wall and shall canform to fhe form of the ceiling. No diagonal runs w�ll be allowed, Bends in parallel eonduit runs shall be concentric. Offsets in conduit runs shall all be done at the same point and shall all he the same angle, sa the entire instailation ap�ears to be parallel or concentric at every point, All conduits shall be �•un perfectly straight and true. L, Conduits tertninated into enclasures shall be perpendicular to the wails where flexible liquid tight or rigid conduits are required. The use of short seal tight eIbow fittings for sucli t�rrninations will not be permitted, except far ear�nectians to instrurrzentation transmitters, where multiple penetrations are required. CDM Smitf� BID CON5TRUCTION SPECIFiCATION DOCUM�NTS January 2022 Eagie Mountain and Westside WTP City FrajectNo.lp3335 26 OS 33 RACEWAYS, BOXES, ENCLOSURES, AND FITTINGS Page 19 of 21 M. Conduits canta.ining equipinent grounding conductors and terminating in boxes shall I�ave insulated throat grounding bushings. The graunding conductor shall be graundad to the box. N. Conduits shall be installed using threaded fittings. Running threads will not be permitted. O. Pravide glued type conduit �ttings an PVC conduit. P. Conduits installed which are not in compliance with t�ese requirements shalI be removed and reinstal�ed at tlte Engineer's/Owner's discreti�r�. If conductors are installed w�ien tha improper inskallation is discovere.d, the conductors si�all be removed from tiie raceway, discardeci and remflved them fram the j ob site, replaced, re-terminated, retagged, and retesYed in accordance with the speciiications. The funciion of the system shall be retested in its entirety. No increase in Coritract Time or Schedul� �vill be allowed. Q. Liquid tight flexible metallic conduit shall be used for the primary and secondarg of transformers, generator tern�inations and tither equipment where vibratian is present. Use in other locations is not permitted, except for connections to instrurnentation transmitters, wher� multiple penetratians are required. Liquid tight flexible metallic conduit shall have a rnaximuzaa length not greater than �hat of a factory manuFactured eIbow of the conduit size being used. The maximum bending radius shall nat be [ess ihan t�at shawn in the NEC Chapter 9, Table 2, "Ot��er Bends". BX or AC type prefabricated cables will not be permitted. R. Seal the remaining openings or spaces of conduits passing thraugh openings in walls or floor slabs to prevent the passage of flame or smoke where additional openings or space around the conduits are present. S. Conduit ends expased to the weather or corrosive gases shall be sealed with conduit sealing bushings. T. Raceways terminating in Control Panels ar enclosures autdoors or any wet or dainp location ox at�y location where plant process equipment is �ocated, or any location noi otherwise specifically designated as a dry electri.cal room, control room or affice space, wl�ich contain el�cirrical equipment or terminal blocks, shall nai enter from tlie top of the enclosure. The raceways shaIl be sealed with a watertight sealant as speci�ed herein. Enclosures entered fi-am the top where top entry is prohibited, will be rajected and shall be removed and replaced regardless of the Division which contains the specification for tha enclosure. The use of UL Listed conduit closures to restore the NEMA eating of the enclosure wzil nat be accepted. CQnd�it entering the top of t11e enclosures shall be remov�d and re-routed to enter the enclosure from the side or bottom. Conductars installed in top entering conduits shall be pulled back to the nearest conduit body or junction box and re-routed with the conduit, provided the conductors are long enough to be re-ierminated. Conductors found to be insuff'icient in len�th to be re-terminated shall be col�npletely remo�ed and repiaced, re-tested, re-tagged, re-tested and the contral function of the panel shall be re-tested. If tk�e enclosure is provided by an OEM, the enclosnre and its contents shall be returned to th� OEM far a new enclosure. No increase in Contract Priee nor increase in Contract Time wi�l be allowad the Contractar for malcing these corrections. CDM Smith Eagle Mountain and Westsida WTQ BID CONSTRUCTION SFECIFICATION DOC.�`LTMENTS City Project No.103335 .�anuary 2022 26 OS 33 RACEWAYS, BOXES, ENCLQSURES, AND FITTING� Page 20 0� 21 U. AI1 condltits fiom external sourees entering or leaving a i�aultiple comparbnent enclosure shall be stuhbed up rtnto th� bottom horizontal wire way ar other ma�ufacturer designated area, directIy below the vertical section in which the conductors ar� to �e terminated. Conduits ent�x•ing fxorn cable tray shall be stubbed inta t1�e upper sectaon. V. Conduit sealing and drain fittings sha[1 b� installed in areas designated as NEIVIA 4X ot� 7 and all wet locations. W. A conduit identiiication plate sliall6e ir�stalled on alI power, instrumentation, alarm and control conduits at each end of the run and at interrnediate junction bo�es, manholes, etc. Conduit plates shall be installed before canductors are pulled into condui�s. Exact identificatian plate location sliall be coordinated with the Owner/Engineer at the time of installation to provide uniformity of placement and ease of reading. Conduit �►umbers shall be exactIy as shown on the Drawings. X. Mandrels sha11 be pulled through all existing conduits tllat will be reused and through all new conduits t�va inches in diamater and larger priar to instaIling conductors. Y. 3/I6Winch polypropylene pu111ines s1ial1 be installed in all n�w conduits noted as spares or desi�ated far future equipment, Z. All cond�tit that rr�ay under any circuinstance contain liquids such as water, cond�nsation, [iquid chemzcals, etc. shall he arranged to drain away from the equipinent served. If conduit drainage is not passible, canduit seals shall be used to plug the conduits at the point of attachment to tI�e aquipment. AA. Canduits shall nat cross pipe shafts, access hatches or vent duct openings. They shall be routed to avoid such present or future openings in flaor or ceiling consiruction. BB.The use of running �ireads is prohibited. Where such tElreads are i�eces�ary, a thr�e-piece union sha�l be used. CC.Conduits passing from heated to unheated sgaces, exterior spaces, refrigerated spaces, cold air plenums, etc. shall be sealed vcriih Watertight 5ealant as speci�ied herein. DD, Conduits shall be located a minimum of three inches from steam or hot water piping, �Nl�ere crossings are unavoidable, the conduit shall be kept at least one inch from the covering of the pipe crossed. EE. Conduits terminating at a cable tray shaIl be supparted independently from fhe cable tray. Provide a conduit support within nne foot of the cable tray, The weight of the conduit shall not bear on the cahle tra�. CDM Smith BID CONSTRUCTION SPECIFICATION DOCUMENTS danuary 2022 Eagle Mountain and Westside WTP City Project No.103335 26 05 33 RACEWAYS, BOXES, ENCI�OSURES,. AND FITTINGS Page 2 L of 21 FF. Conduits entering the top of electrical equiptr�ent enclosures fro�n cable tray or otlierwise routed fram above the equipinen� in aircondz`tion�d dry indaar spaces shall coordinate their piac�ment with the HVAC duct vents such that cold air irom the HVAC system will not blow directly on the vertical conduits causin� condensation. Canduits wi�icll cannot be located away from direct exposure to cold air from the HVAC system shall be insulated to prevent condensation from forming inside the conduiks or sI�a�l be re-routed. In all cases, condensation caused �y cold air from �he HVAC systezn shall be prevented fram entering electrical encIosures. Equipment damaged by water from condensation sliall be removed, replaced, conductors re-terminaied, and its operation retested with no change in the contract pt-ice or schedule. GG. All changes of direction on PVC coated conduit greater than 20 degrees shall he accornpli.shed using long radius bends. Any field bends shall be made using equipment designed to prevent damage to the PVC coating. END OF SECTION 26 05 33 CDM Sinith BID CONSTRUCTION SPECIFICATION DOCUMENTS January 2022 Eagle Mountain and Westside WTP City ProjectNo.103335 zs as 26 GROiINDING AND SONDING SYS'I'EM Page 1 of G SECTION 26 05 26 - GROUNDING AND BONDIlVG SYSTEM FART 1 -- GENER A � _ 1.1 SCOPE 0�' WORK A. Furtiish all labor, materials, equipment and incid�ntals required to install a coznplete Gro�,u3ding and Bonding System, in str•ict accordance with Article 250 of the National Electrical Code (NEC), and as shown on the Dzawirigs a�d specified herein. B. The syst�m shall include �•ound wires, gi-ound rods, e�othermic connections, mechanical connectors, sh-uciural steel connections, all as shown on t�e Drawings, and as speeif ed herei_n, to provide a bonding to earth ground of all rnetallic tnatez�ials likely to became e�ergized. 1.2 RELATED WORI� A. Refer to Division 26 00 00 and the Contraet Dz•awings, for related worlc and elect�•ical coordinatinn requirements. 1.3 A. SUBMITTAL,S Submittals shal� be made in accordance with the requirexnents nf Division 1, Section 26 QO Q0, the Contract Documents and as spe�cifted herein the following: 1. T�e naanufacturers' names and product designation or catalo� numbers for the types of materials specified or shown an tine Drawings. 2. Cut sheets fnr each indi�idual item shall be subz�.itted. 3. Ail cut sheets sl�a[1 be clearly marlced to indicaie which products are being submitted for use an this proj�ct. 4. Unmarked cut sheets wi11 cause the submittal to be rejected and returned far revision. : All shop drawing suhmittals and afl O&M submittals sha11 be snbmitted Division 1. No change in Conti�act price ar Schedule will be allowed for delays due to unaceeptable s�tbmittals. C. Submittals shall also contain infoimation on related equzpzn.ent to be fuinished under this Speciiicatian. Incompleie subznittals not cantaining the required infarmation on the r�la�ed equipment will alsn be returned without raview, D, Subinit tn the OwnerfEngineer, shop drawings and product data, for the following; 1. Graunding electrodes and conductors 2. Grounding conduit hubs, 3. Waterpipe ground clamps. 4. Buri�d groundin.g connections. 5. Connpression lugs. 6. Exothei�nic bonding system. 7. Soil resisti�ity measure�nents GDM Smith EagIe Mountain and Westside WTP BID CQNSTRUCTION SPECIFICATIQN DOGUMENTS City Praject No.103335 January 2022 2b OS 26 GROUNDING AND BQNDING SYSTEM Page 2 oi 6 1.4 8, Grounding system resistance to eai-ih measureinents of the completed grounding systems at each separatc structure r�vhere g7rounding wells are px-esent, ai each staucture if no grounding wells a�re present, and at each pad mounted equipmen.t location reinote from naain struCtures. �. Sail resisiivity measurements for each st�-ucture having a count�rpoise grounding system and for each structure having a lighting protectian systern speci�ed or shawn to be insta.11ed. REFERENCE CODES AND STANDARDS A. All products and components shawn an the Drawings and listed in tiv.s speci�catzon shall be designed and manufactu�red according to latest revision of the foIlowing staudards (unl�ss otherrwise noted}; 1. NFPA 70 — National Electrical Code {NEC) 2. UL 4&7-20Q7 --Grounding ar�d Bonding Equipmezat 3. NFPA 7bE — 5tandard for Electrieal Safety in ihe Workpiac� : 1.5 All equipment components and com�ieted assernhlies speciiied in this Sectiaa of the Specif'ications shalI bea.r the apprapriate 1abeI of i7nderwriters Laboratories. QUALITY ASSi.JRANCE A. The manufaciurer of t%�ese materials shall hav� produced sizx�.iJar electrical materials and equipznent far a minirnum periad of five years. When requested by the QwnerlEngineer, an acceptable list of installations witla similar equipment shall be prnvided demonstrating compliance with this xequirement. l.b JOB�ITE DELIVERY, �TORA.GE AND I�ANDLING A. Prior to johsite delivery, complete all submittal �equirements, and present to the Ovv�erlEngineer prior to delivery nf the equipmenf, an approved eapy of a11 sueh submittals. DeIivery af incomplete constructed enuipment, onsiie faetoiy r�ork, or fazled factary tests will not be partzaztted. B. Frotect equipment durin.g shiprnent, handling, ar�d storage b� suitable camplete enclosures. Protect equipz�.ent from exposure to the elements and keep thoroughly dry. 1.7 WARRANTY A. Provide warranties, including tlae manufacturer's warrantee, far the equipznent specified and ihe proper installation thereof, to be free frorn defects in material and worl�manship for two years from date of final acceptance of the equip�ment and its installation. Within such period of warranty, all material and labor necessary to return the equipment to new operating condition shall be pro�ided. Any warranty work requiring shippzng or transporting of the equipment shall be provided at no expense to the Owner CDM Sinith Eagle Mountain and G�Iestside WTP BTD CONSTRUCTION SP�CIFICATION DOCL7MENTS City Project Na.103335 7anuary 2022 26 OS 26 GROUNDING AND BONDING SYSTEM Page 3 of 6 PART 2 - PRODUCTS 2.1 RACE�+TAYS A. � 2.2 A. Conduit shall be provided as speci�ed under Section 26 05 33. All raceways, conduits and ducts shall contain equipment grounc{ing eonductors sized in acenrdance with the NEC. Minimuzx� sizes shall be #12 AWG unless otherwise andicated on ii�e drawings. CONDUCTORS Conductors shall be as speci�ied unde�� Section 26 OS 19 and 26 OS 13. B. Equipment grounding conductors shall b� tinned insulated XI�IIW-2 conductois. Cnnductars shall be gr�en wh re available from the wire z�.anufacturers or marked with green tape as speci�ed under 2& OS 19�1 , C. Grounding electrode conductors shall be bare tinned cappex• where direct b�uied, or encased in concrete. Bare grounding elecf�ode conductors �r lightning protection conductors where exposed to damage shall be instal�ed in conduit. Grounding elecYrode cnnductors oi lightning pratection down lead con�iuctors shown, specified Qr required to be installed in conduit per tiie NEC with no other conductors shall be bare tinned copper. Bare conductors installed in metallic conduit� shall be bonded to tk�e rnetallic canduit at both ends. D. Grounding electrode conductors routed between cancealed grounding eleetrodes ox intereonneeting graunding slectrnde coiu�terpoise loop cond�ctors to exposed (IE "Pigtails") shall be bare tinned cop�er. 2.3 GRDUNDING ELECTRODES A. Ground rods shall be 314-inch by 10-£oot copper clad steel and constructed in accordanee with UL 467. The minimum copper thiclmess shall be 1 Q mils. B. Manu�achirers for ground rods 1. ERICO 2. Copperweld 3. Approved equal 2.4 A. : CONNECTORS AND CONNECTIONS Waterpzpe ground clarnps, and other ground clamps where specified, shall be cast branze. Provide the correct size for the pipe. CDM Smith Eagle Mountain and Westside WTP BID CONSTAUCTTQN SFECIPICATION DOCUMENTS City Prajec� No.103335 ranuary 2022 26 OS 26 GROUNDING AND BONDiNG SY�TEM Page 4 of 6 C. Manufactiuers 1. Thomas & Betts Co.. Cat. JPT 2. Bui�dy 3. O.Z. Gedney Ca. 4. Cooper Pawer Systems 5. Erico 6. Harger 7. Approved equal D. All concealed grounding systerr� or lightning protection systeam connectians sha11 be by an exotheimic weld proeess 1. Manufactut-ers a. T&cB Fuaseweld SCRI b. Burndy Ther�noweld �. Cadwel.d d. Appraved equal 2. Exothermic welded connections shall be used in exposed locations as specified herein. E. Pravide a Burndy Hygrou�d Irreversible �C.ompressian �ystem or equal in areas where the Owner's operations prevent the use of an ex.othermic we�ded eonnection. The use of a campression system grouiad cannectaon is atherwise prohibited without written �pproval on a case �y-case basis from the Owner ar Engineer. Permission shall be submitted through filie RFI process. Comp�essinn connectors installed wit}�out permission shall be removed and replaced witl� exothertnic weld cnnnections with no ehange in the Cont�act 1'rice or change in the Cnntract Sck�edule allawed. F. AIl g�-ounding connections w�aic�a wauld require exotl�ermic vvelding in a Class 1 Division 1 Area as detern:zi ned by N�'PA 820, or the Engineer, or the NEC Anihorit�y Having 7urzsdiction shaIl use a Burndy Hyground Irreversible Compre5sion System, or equal. PART 3 - EXECUTION 3.1 INSTALLATION A. Route exposed grounding elecirade conductors in rigid aluminum conduits to protect th� conductors from damage. The rigid conduits shall be aluminum ar PVC-coated aluminum conduits as specified in 26 05 33. Bond the proteciing conduits to the grounding electrade conductors at both ends. Wate� pipe grounding cannections shall not be painted. Painted connections shall be disa�sernbled, replaced and reconnected. B. Install equipment grounding eonductors in all raceways for the power, control and instrumentation systerris. Graunding conductors shall be independent conduetors and shall be separate fram all shieId drain wires. CDM Smith Eagle TVlountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOC�TMENTS City Project No.I03335 January 2022 26 OS 26 GRQUNTlING AND BONDING SYSTEM Page 5 of 6 C. Conduits and other raceways shall contain an equi�ment gounding conducto� whether the raceway is metallic oz• not. Conduits, motors, cabinets, outlets and othei- equipment s�all be properly Uonded in accordance with NEC �ec�u�re�aez�ts. Where ground wire is expos�d to mec�Zanieal damage, install wire in rigid metallic conduit. D. In NEC classified a��eas, conneetion of grounding elechode cannections to st�-uctl�ral sieel columns sha11 be zrzade �viih long barrel type one-hol� heavy duty copper compression lugs, bolted �hrough 1/2-inch maximum diameter bales drilled in the column web, with stainless st�el hex head cap screvv5 and nuts. E. In new construction, bond each building column to the grounding electrode counterpoise system whetl�er nor not speci�'zcally shown on the Dra�vings using grounding eleci�ode eonductors. � Graunding �lech-ode conductors rising fi•om filie counterpoise to bond ta a coluz�n sha11 be rrsade using an insulated canductor fha same size as ihe conductors used to form the counterpoise. Exposed grounding electrade conductors shall be x•outed in rigid conduit. Bond naetallic conduits as sp�cified. Exotherrnic welds are acceptable in non-classi�ed areas if approved by the Stiuctural Engineer. F. Metal canduits stubbed into a motor eontrol cente�• shall be terminated wrth insulated grounding bushi�gs a�t�d connecfed to the motor control center ground bus. Bond baxes mounted below motor control centers to tlae motar contral center gz-ound bus. Size the grounding wire 'tn accordance vcrith NEC Table 250. I22, exeept that a minirnum #12 AWG shall be used. G. H. Liquid �ght flexible metal conduit in sizes 1-112-inch and largei• shall ha�e l�on.ding }umpers. Bonding jumpers shall be external, run parallel (not spiraled) and fastened with plastic tie wraps, Ground t�•ansformer neutrals to the nearest availabte grounding electrode with a conductor sized as shown vvith a minimum size in acco�dar�ce wzfh NEC Article 25Q.66. Z. �ro�ide pou�er system groundiiig electrodes (ground rods} no closer than twice the length of the grflund rod. Wh�re a lightning protection is specified to be provided, provide a dedicated lightning protection system groundi_ng electrode {ground rod} at the end of every down lead i£ z�o counterpoise is present or s�all connect directly to the power system cou�terpoise witliaut driving a separate �round rod. Refer to Section 26 41 Od for lightning protectzan systerna speci�icaCions. Provide a#1/0 AWG bare tuwed grounding conductor Y,he full lengt� af each cable t�ay system, bond each sec�ian and fray fitiing to th� tray grounding conductor. Route the tray girout�ding conductor along the putszde o� khe cable tray. Install no grounding clamps an Ehe inside of ihe tray to avoid damage to tray conductors. Bond the tray grounding coz�ductor fo the power system counterpoise grour�ding eIectrod� system at the end o� the tray, ot• for tray systems installed in a loop configuration, bond in at least two locations at opposite sides of �he t�ay loop. Bond every eneiosure tn vvhich tray conduetors a�-e routed to the tray grounding conducior. Bond eveiy conduit or raceway routing tray conductors away �i•ozaa or to the tray syst�m to the cable tray and ta the cable tray grour�ding conductor. K. AlI equipment enclosures, motor and transformer fraznes, conduits systems, cable tray, cable armor, exposed strueturaI steel and all ot�er equipment and materials required by the NEC to be grounded, shall be grounded and bonded in accordance with the NEC. CDM Smith Eagle Mountain and Westside WTP BID CONSTRZTCTION SPECIFICAT'ION DOCUMENTS City Project No.IQ3335 Januaiy 2022 26 05 26 GROUNDII�lG AND BONDING SYST'�CM Page 6 of b L. Seal exposed connections between different metals with �o-axid� paini, Grade A or equal. M. Lay all underground �rounding conductors' slacic and, where exposed to mechanicai injury, protect by pipes or other substant�al gua.rds. If guards are iron pipe, or other magnetic material, electxically connect condu�tQrs to bo� ends of the guard. Make caaanectians as spacified herein. N. Care shall be taken to ensure good grouz�d continuity, between the conduit system and equipraent fratn.es az�d en.elostues. Whare necessaty, bonding jumper conductors shall be provided. O. Ground all grounding type receptaeXes to fihe autlet boxes with a minimwn, #12 AWG XHHW-2 stranded green corzductor, connected to the ground te��minal of the receptaeie at�d bo�ded to the autlet box by means of a grounding screvv. 3.2 INSPECTIDN .AND TESTIlVG A. Inspect the grounding and bonciivag system conductoi•s and connectio$s for tightness and proper installatian. B. Use Biddle Direct Reading EactI1 Resistance Tester or equivalent test instrument to meas�are resistance ea�-kh resistivity. Meast.ue the earth-to-ground resistance of �ach system having a counterpoise grounding system, or a Ii�htning protection system installed. Perforrn testing in aecardance with test instruznent manufacturer`s recommendatians usiug the fall-o£ potential method. C, A!1 test equipment shall be pzovided undear this �ection and approved by the OwnerlEngineer. A Resistance to ground testing shall be preceded by no precipifation for a minimum of five days. �ubmi# test results in ihe �orm of a graph showing the number of poirits measured (12 minimutn) ancf the numerical resistance to ground. E. Testing shal! he perfarmed before energizing tt�e elect�ical distribution system. F. A separate test shall be canducted for each building ar system. G. Perf�rm soil resistivity measurements prior to the installation af any grounding syste�s ara::d submit the results to the �ngineer. H. Perform ground resistance tests after ut�de�graund installation and connections to building steel and electrical raceways and equipmeni are camplete. Where measured values exceed this figw�e, install additional ground rods as x�equired ta reduce the resistar�ce ta the specified limit. 1. Malce tests at each ground test well using a"fall oi pntential" test method. Each gro�uid test wel� shall not exceed a maximum resistance of 5 ok�zns. 2. Make tests at �ach renrzately pad maunted equiprnent loeation. 3. Make tests at each stiructure u+here no ground wells are present. Submit the results of the gcound-to-earth tests to the Owner and the Engineer. J. Notify the Engineer imrnediately ii the resistance in �round for any building or system is greater than five ahms. P,ND OF SECTION 26 OS 26 CDM Sinith Eagle Mountain and Westside WTF BID C�NSTRUCTION SPECIFICATION DOCUMENTS City Project No.103335 7anuary 2Q22 26 OS 29 ELECTRICAL — SUPPORT HARDWARE Page 1 af S SECTION 26 05 29 - ELECTRICAL SUPPORT HARI7W�REQ1 PA.RT 1 - GENERAL 1.1 I.2 1.3 SCOPE OF WORK A. Furnish and install electrical s�ipport hardware, as shown on t[ze Dxauuings and as specified herein. B. Hardware shall include anchor systems, adhesive anchor systems, metal fiaming systezns, and other �lectrical suppoit systems, as shawn on the Drawings and specified herein. RELATED WORI�. A. Refer to Division 26 and the Contract Drawings, foz• related wnrk and elect�-ieal coordination requirements. SUBMITTALS A. Submittals shall be made in accardance with the requirerrients af D'zvzsion 1, Section 26 00 00, the Contract Documents and as specified herein the following: 1. The manufacturers' names and product c�esignatio� or catalog numbers f�r the types of materials specified ar shown o:n fhe Drawings. 2. Cut shee� for each individual item shall be submitted. 3. cut sheets shall be clearly marked to indicate which products are being subznitted for use on this praject. 4. Unmarlced cut sheets will cause the submittal to be rejected and returned for revision, B. A11 shop drawing submittals and alI O&M submittals siaall be submitted i_n accordance with the requirements af D'zvision 1. No chan�;e in Contract Price or ScheduIe will be allowed for delays due to una.cceptable su:bmittals. C. Submittals shall also contazn inforimatian on related equiptnent to be furnished under this Specification. Incomplete submittals not cantaining the required informatian �n the related equipment will also be returx�ed without review. D, Shop D�•awin.gs Submit catalog data o� all suppart ha�-dware components specifiad under this 5ection. Catalog c�ata shall show compliance with the referenced codes and standards, All �elections, options and exceptions shall be clearly in�iicated. 2. The submittal informat�on for anchot• systems shall contain manufacturer's specifications and technical data as �ollows: a, Acceptable base material conditions (i.e. cracked, un-cracked eoncrete) CDM Scnith Eagle Mountain and Westside WTP BTD CONSTRUCTION SPECIFICATION DOCiTMENTS City Project No.103335 January 2022 26 OS 29 ELECTRICAL — 5UI'PORT HARDWARE Page 2 of S b. Acceptahle drilling metlaods c. Acceptable bore hole conditions (dry, wat�r sattuated, water �lled, under wate��) d. Manufacture�-'s installation instructions inclUd'azag bore hole cleanin.g procedures and adhesive injectian. e. Cure and geI timetables f. Temperature ranges (storage, installation, and in-service). 1.4 1.5 1.� REFERENCE CODES AND STANDARDS A. All products and components shawn an the Drawings and listed in tlu5 specz£'icatian shall be designed and n�anufactured according to latest re�rision of the following standards (unless otheitivise noted): 1. NFPA 70 National Electrical Code (NECj 2. NFPA 70E Standard for Electrical Safety in the Warkplace 3. ASTM E 488-96 (2003); Standard Test Method for Strength nf �lnchors in Concrete and Masonry Elements, ASTM International. 4. ASTM E 1512-93, S�andard Test Methods for Testing Bond Pei-formance of Adhesive- Bonded Anchors, ASTM International 5. AC308; Acceptance Criteria for Posi-Iastalled Anchofs in Conerete Elements, Latest revision. 6. SAE 316 Stainless Steel Grades B. All equipment components and completed assez�ablies having a UL standas-d specified in this Section af the Specification5, shall beat' the appropriate label of Underwriters Laborataries. QUALITY ASSURANCE A. The ma�ufacturer of these materials shall have produced similar electrical materials and equipment for a mix�irnum period of five yeaars. When requested by the Owner/Engineer, a lzst of installations with sirn�ilar equipment shall be provid�d demanstrating cornpliance with this requiremez�t. 70BSITE DELNERY, STORAGE AND H�NDLING A. Prior to jobsiie delivery, aIl submittal requirements must he comple�e, and an approved copy of a1I such subznittal9 shall be available to the OwnerlEngineer prioz to delivery of the equipment. Delivery of eq�ipment not cnmpletely canstructed, onsite factory work, ni failed factory tests will not be permitted. B. 1Vlaterials shall be handled and stored in accordance with manufacturer's instructions. Cl]M Smith Eagle Mountain and Westside WTP RID GQNSTRUCTION SI'ECIF`ICATIQN DOCUMENTS City Praject No.103335 Jaauary 2022 2b as 2g ELECTRICAL — SUPPORT HARDWARE Page 3 of S PART 2 � PRODUCTS 2,1 ANCHORING SYSTEMS A. Acceptable Manufactw•ers 1. Subject ta compliance with the Conix�act Documents, the falIowing Manufactuxexs az•e acceptable: a. HILTI Kwilc Bolt 3 U. App�oved equal 2. The listing of specific manufacturers above does nat imply acceptance of their products that da not meet the specified ratings, features and functions. Ma�aufacturers listed above are not relieved from meeting these speci�ca�inns in their en�irety. B. Adhesive Anchar Systezns. 1. Deliver materials undamaged in Mantzfacturer`s clea.rly labeled, unopened cantain.e�•s, identi�ed with brand, type, a.nd TCC-E� Evaluation Report number. 2. Coordinate delivery of �aterials vciith scheduled installation date, miniza�izing storage time at jobsite. 3. 5tore inaterials undez• cover and pratect from weather and damage in corz�.pliance avith Manufacturer's requirements, including temperature restrictions. 4. Comply with recomm�nded procedures, precautions or rea�aa�edies deseribed in material safery data sheets as applicable. 5. Do not use damaged or expired materials. 6. Storage restrictians (tempexature range} and expiration date must be supplied with product C. �ietal Framing Systems Material sJaall be new and unused, with no signs of damage froz� handling. 2.2 WARRANTY A. Provzde waa�anties, including the manufaciurer's warrant�e, fo:r the equipment speeified and the proper installation tl�ereof, to be free from defects in material and workmaiaship far two years from date of tinai acceptance of the equipment and its installation. Within such pe�'iad ofwarranty, all inaterial and labor necessary to return the equipment to nevcr aperating candition shall be provided. Any warranry worlc requiring shipping or transporting of the equipment shall be provzded at no expense ta the Owner. CT]M Smiih Eagle Mountain and tiVestside WTP BID CONSTRUC7'ION SPECTFTCATION DOCUMENT'S City Praject Na.103335 lanuaiy 2022 26 OS 29 ELECTRICAL — SUPPORT HARDWARE Page 4 of 8 2.3 B. Produci Description I. Torquc con�olled expansian anchor consisting oF anchor body, axpansian el�ment (wedges}, washer and nut. Anchor shall be used for anchor sizes less tban 3/8 inch, 2. All pasts shall be 3I6 stainless steel materials eonforming to SAE 316. 3. �[.TL 203 Rated. ADHE�NE ANCHORING SY�TEMS A. Acceptable Manu�actiue�s 1. Subj ect to cornpliance witv the Contraci Documents, t�e fallowing Manufacturers are acceptable: a. HILTI HIT-RTZ with HIT-HY 200 MAX. b. Approved equal 2.4 2. The listir�g of specific manufacturers above does not imply acceptance of their products that do n.ot meet the speeified ratin�s, features and funetions. Manufacturers listed above are not relie�ed it-om meeting these specifications in their �ntirety. B. Product Description 1, Anchor bady wiY1i he3ical cone shaped thread on the embedcied end and standard threads on the exposed end, wi�h �vasher and nut, inserked into Injeetion adhesive. Anehor shall be used far anchor sizes 318 inch and larger. 2. All �arts shaIl be 316 stainless steel materials canf�rming to SAE 31b standards. STRUT SLTPPORT SY�TEMS A. Accepiable Manufacttu'ers I. Subject to compliance with the Contract Documeats, tlie following Manufacturers are acceptable: a. Tyco Unish-ut b. B-Line c. Super-Strut d. Appraved equal 2. Tl�e listing af specific manufacturers above does not itnply acceptanc� of their products that do not meet tlte specified ratings, features and functions. ManUfacturers listed a.bove are not relie�ed frorn meeting these specifications iz� their entirety. GDM Smith Eag1e 1Vlouniain and Westside WTP BID CONSTRUCTION SPE.GIFIC�.TTON DOCLFMENTS City Project Na.103335 January 2622 26 05 29 �LEC'I'RICAL — SUPPORT HARDWARE Page 5 oF 8 2.5 B. Product Description 1. Mefal fiaming system for use in the mounting or suppoi� of electrical systems, panels and enclosiues, and including ligllf,in� fixtlue supports, trapeze hangez•s and conduit supports. 2. Components shall consist o£telescaping channels, slatted bacic-to-bac� c�annels, end clamps all t1veads and conduit clamps. 3. Minimum sizes shall be 13/16-�aach through 3-114 inch. 4. Cornponents shall be asseinbled by means of flat plaie fittings, 90-degree angle fittings, Uraces, clevis fittings, U-�ttings, ZWfittings, Wing-fittings, Post Bases, channel nuts, wasbers, etc. 5. Field welding of componcnts will nat be permitted. 6. Unless othet-wise specified or sho�ta on the Drawings, all parts shall be 31 fi staianless steei znater•ial caniniming to SAE 316. 7. Framing systems far chlorine and ammonia rooms shall be manufactured of struct�'al fiherglass. STAINLESS TIES A. Acceptable Manufacturers Subject to compliapce with the Contract Documents, the fo�lowi�ag Manufacturers are acceptable: a. b. c. d. PANDUIT PHONIX CONTACT Gardner Bender Approved �qual 2. The listing of specific manufacturers above daes not imply accepkance of tIleir products that do not meet the specified i�atings, features a�ad functians. Manufacturers listed above are not relieved from meeting t�aese speciiications in their entirety. B. Product Description I, Cable Ties for s�curing and supporting of flexible �•aceway and conductors. 2. Self-locking mechanism. 3. Material shall be 304 Stainless Steel �t�.less otherwis� directed as shown on the drawings. C. Locations for Use Staitxiess steel cable ties shall be used in any damp or wet environment, in all process areas whether indaars or outdoors, and in all outdoor lacations. CT3M Smfth EagIe Mountain and Westside WTP $TD CONSTRUCTION SPECIFICATION DOGCJMENTS City Project No.103335 January 2(}22 25 OS 29 ELECTRICAL — SUPPORT HARDWARE Page 6 of 8 PART 3 - EXECUTION 3.1 GENERAL A. Install all equipment st�-�etly in accardanee wi�h the manufacturer's instructians and the Contract Drawings. : 3.2 3.3 � � The �ocatiox►s of devices are shown as generaI on the Drawings and may be varied within reasonable Iii�aits as to avoid any piping or other obst�uction witllout change in the Contract Pric�e or Schedule, sub�ect to the approval of the Owner and Engineer. Coordinate the installatian o#'the devices foz• piping and equipment clearance. No clec�rical equipznent or raceways shall be attached to or supported from, sheet meial walls. Install required safety labels. E. Electrical suppart channel shall be used to construct support assemblies as shown on the clrawings. Horizontal t�t•aces attack�ed to cancrete or CMLI walls or structural building steel are permitted if the space between the back of the support structures and the attachment paints are too small to permit a walk space. No aitacbments to sheet metal are perrr�.itted as specified above. Incorporate additional channel materials andlor pro�ide assemhlies of dnuble channel witk� enaugh vertical and horizontal mexaabers to from a rigid structure whether or not such additio�al materials oz the use of double char�nel maierials az•e shown or specified. Support st�-�tctures s�aaIl be rigid without the use of channels to frorn angle supports bctween the back or frant of the assembly and the graund. Angle supports are strictly prohibited because they provide tripping hazards. Outdoor supports struc�es slaall be able to support the equipment with the structural strength to withstand wind gusts up to 90 mph without damage. FIELD QUALITY CONTROL A. Inspect installed equipment for ancharing, a�ignment, grounding and physical damage. B. Check t�ghtness of all accessible electrical connectiQns. Minimum acceptable values are specified in manufacturer's instructians. POST INSTALLED ANCHOR SYSTEMS A. Prior ta installatian of the anchor systems, the hnle shall be clean and dry in accoedance with the manufacturer's inst�vc�ions. CDM Smith Eagle Mountain and Vi�estside WTP BID CONSTRUCTIQN SPECIFICATION DOCUMENTS City Praject Na.I03335 7anuazy 2022 26 fl5 29 ELECTRICAL -- SUPPORT HARDWARE Page 7 of $ 3,4 CLEANTNG A. Remove aIl �-ubbish and debris fi•om inside and around the installation. Remove di7rt, dust, ar concrete spatter from the interiar and extez•ioz• of the equipment using brushes, vacuum cleaner, o�• clean, lint fi`ee rags. Do not use cozxzpx•esscd air. END OF SECTION 26 05 29 CDM Smith �agle Mo�ntain and Westside W`I'P �TD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Praject No.103335 January 2022 26 05 29 �LECTRTCAL — SUPPORT H�RDWARE Page $ of $ This page intentionally left 61anlc CDM Smith Eagle Mountain and Westside WTI' BID CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na.103335 January 2022 26 �5 43 UNDERGROLIND SYSTEM Pa�;e I af 10 SECT�ON 26 OS 43 - UNDERGROUND SYSTEM PART1- GENERAL 1,1 A. B. 1.2 SCaFE OF WORIS. Fuz�ish and install a complete underground systen�: of raceways, manholes and handholes as shown on th� Drawings anri as specified herein. Raceways far use in. st�-u�tZu•al concrete is specified in Section 26 d5 33 Racevvays, Boxes and Fittings. RELA'I'ED WORK A. No references a�e znade to any nther section which may cantain wo�•k zelated ta any othei- section. The Cont�act Documents shall be taken a� a whole with e�eiy section relatcd to every other section as required to meet the requireinents speci�ied. Tl�e nrganization af the Contract Documents into speci�ication divisions and sections is for organization of the docuzx�ents themselves atad daes not relate to �he division of suppliers or labor which t11e Contxactor may choose to employ ir1 the execution of the Con�-act. Wl�ere x•eferences are naade to other Sections and other Divisions of the Specifications� the Contz•actor shall pravide such infaiYnation or additional work as may be �•equired in thase referenc�s and include such iraforma�ion or work as znay be specified. : Other Divisians The Cont�•actar shall be responsible far examining a11 S�ctiazas of the Specifications and Drawings and shall determine tb.e power and wiring requirements and shall provid� external wa�izag and raceways, as required to provide a fia.Ily firnctioning power, control and process control systems. If the equipment requires more conductors aind/or wiring, dua to different eqnipment being supplied, the Coz�tractnr shall furnish the additional conductars, raceways andlar wiring, wil:h no cliange in tlie Contx•act Price, and with no increase ixi Cantract Time. 1,3 A. SiTBMITTAL� Submit to the Engineer, in accordance with Division I and Section 26 QQ 00, shop drawings and product data, For the following: Manholes, handhales and assaciated hardware. Plastzc duct spacet•s CDIVi Sinith �agle Mauntain and Wests.ide WTP BID CON�TRUCTION 5PLC1FrCATIbN DOCUMENTS City Project No.103335 7anuary 2022 26 OS 43 UND�RGRDUNDSYSTEM Page 2 af 10 B. Submittals shall also coniain information on related equipment to be fua-nishad under this Specification but described in the related Sections �isted in the Reiated Work paragraph above. Inco�plete submittals not containing the i:equirad information an khe related equipment will be returned unreviewed. i.4 REFERENCE CODES AND STANDARDS A. All products and cotnponents shawn on the Drawings and listed in this speci�cation shall be designed a�d manufactured accarding to latest revisian oi t�e faIlawing standards (unless athe��wise nated): 1. NFPA 70 — National Elec�rical Code (NEC} 2. NFPA 70E — Standard fnr Electrical Safety in. the Wori�place 3. ASTM A615/A615M-06a — Standard Specificatian %r Deformed and Plain Carbon-Steel Bars for co�crete Reinforcement 4. ASTM A48 — Standard Specification for Gray Iron Castings 5. ASTM A536 - Sfiandard Specifica.tion fa� Ductile Iron Casiings 6. A�SHTO M3D6-0�f ASTM A48 -- Drainage Structure Castings, Sectian '1.0 Praof Load Testing 7. ASTM C-850- Speci�cat�ions for underground precast concrete utility structures B. A11 excavation, trenching, and related sheeting, braeing, etc., as shown on the Drawings and listed in these Specification.s, sha11 camply with fhe following standards {uz�iess otherwise noted): 1. Occu�ational Safety aud Health Administratian {OSHA) a. Excavation safety standards {29 CFR Part 1926.650 Subpart P) - Excava�iorl. 2. American Society far Testing and Materials (AST11� a. ASTM D 6'98a — Standard Test Methads �or Laboratory Compaction Characteristics ofr Soil Usi�g Standard Eifort (12,400 ft-Ibflft3 (60.OkN-m/m3)). C. All equipment components and campleted assemblies specified in �his Section of the Specificatior� shall bear t1�e appropz�ate label oiUnderwriters Labnratories. 1.5 QUALITY ASS�TI2ANCE A. The manufacturer of these materials sha11 have produced sim,iIar elect�-ical materials and equipment for a minimum period of five years. When requested by tha OwnerlEngineer, an acceptable lisi of installations vvith similar equipment shall be pro�ided. de�nonstrating compliance with this requirement. S. The precast manholes shall be manufactured in a NPCA (National Precast Concrete Assaciation) Certified Plant. CDM Sinith Eagle Mauntain and Westside WTP BID CONSTRUC'�ION SPECIFICATION DOCiJ11�ENTS City Project No.103335 ]anuary 2022 �60543 UNDERGROUND SYSTEM Page 3 of 10 1.6 JOBSITE DELIVERY, STORAGE AND HANDLING A. Prior to johsite del'zve�•y, the Con�ractor shall have successfully completed alI submittal requirem�nts, and present to the OwnerlE�tgineer upan delivery of tlte equipment, an approved copy af all such submitials. Delivery of incomplete canstructed equipine�i, onsite factoiy woi•I�, or iailed factoiy tests wzll not be peX-znitted. B. C. D. 1.7 Materials shall be haudled and sto�•ed in accordance with manufacturer's inst�lictzons, Materials shail not be s�ored exposed to sunlight. Suc� zx�aterials shall be completeiy covered. Mateiials showing signs ofpre�ious or jobsite exposure will be tejected. WARRANTY A. The 11�Ianufacturei• shall wareant tiae equipinent to be free from de�ects in material and worlctnanship fbr twn years from date of final acceptara..ce of thc; equipment. Within such period of wananty, the Manufactu�rer shall pramptly fLunish aIl material and Iabor necessary to return fhe equiprnent to new operating condition. Any wartanty wnrk requiring shipping oz' tra.nspoarting of e equipment, or materials shall be pef�formed by the Contractar at no expense to the Owner. 1 PART 2 - PRODUCTS 2.1 MP.TERIALS A, Raceway System 2. 3. Q 5. Raceway system shall be Schedule 40PVC Rigid NonmetaIlic Condui� (RNC), designed for use abo�eground and underground as described in the NEC, resistant to sunlight. The conduits and fittings shall be manufactured to NEMA TC-2, Fedearal Spe�ificatian WCI094A and LTL b5� specifications. Minimum raceway size shall be 2 inch. Fittings shall be ma�ufactured to NEMA TC�3, Federal Specification WCI094A ar�d UL 514B. Canduit shall have a UL Label. Conduit s1�all be Carlon, KraIoy, or appz•oved ec�ual. PVC coated rigid aluminum canduit shall have a miuin�um 0.040-inch thicic, paly�inyl chloride coating permanently honded to rigid alurninum conduit and an internal chemically eured urethane or ena�tnel coatiug. The ends of all couplings, fittings, etc. shall ha�we a minimum of one pipe diameter in length af PVC overlap. PVC coated aonduit and fittings slaall be as manufactured by Perma-Cote, Robray Industries, Calbond or Ocal. Any iield bends shall be made using equipment designed to prevent damage ta the PVC coating. All underground raceways of the underground system, cerminating in manhales or �Zandholes shall use terminators of the same size and type as the raceway Blank Duct Plugs shall be sized for the duct installed on, and sha11 be TYCO Type JM- BLA-XXDXXXCR, with rubber gasket, orr approved �qual. Duct spacers shall be as manufactured by Carlon or equal. CDM Sinith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na.103335 Januaty 2�22 26 p5 43 UNDERGROUND SYSTEM Page 4 of 10 6. 7. Where race�ays terminate inta exist�g and new manholes, handholes ar s��uctures, the duct bank steel shall be anchored into the manhole, handhole or structtare with a Hilti HIT 150 MAX �poxy ancharing systeixz. The termination of the duct bank steel sha11 utilize a xninimum 24-inch Iength of rein%rcing bar anchored not less than four inclaes into ihe manhole, handhoIe or structure wall, and lapped inio each reinfo�cing bar in the duGt bank. Concrete encasernent far raceways and duct banks s�all be normal weight concrete weighing not more than 145 pounds per cubic foot with compressive strengtlz, a minim�am ai 3000 pounds per square inch, or greater if required by other Divisions of the Specifications, at 2$ days, Concrete shal! have crushed aggregate with a maximutn size of 31�-inch, a slump of four to six inches and flaw freel� without the use af vibl•ators. Install r�d dye of 40 pnunds pex 10 cubic yards_ of concrete, iastalled in the truck at the concrete plant. Reinfarcing steel shall c�mply with ASTM A615 Grade 60 and of a size and installation as shown on the Dra�+ings. B. Manholes and Handholes General a. Manholes and handhoIe.s shall be of tbe precast conerete type, design�d for a Class H20 load witI� sizes as shawn an the Drawings, and as manu�'acitu'ed by 0ldcastle Pzecast, Mar�sfield, TX, or approved �qual. 2. Consiruction a. Concrete for ffianholes and handholes sha11 k�ave a 28-day compressive st�ength af 5000 PSI. �emeaat sJaall be Type 1 or III. Reinforcing sieel shall be Grade b0 �vith minimum yield strength o� 6�,000 PSI. Desigx� loadings shall be H-20-44 w/impact. b. The top of a11 �nnnanhales shall be field removable and have stainIess steel lifting e. d. eyes. Duct bank entries inta the matjhole or �.andhole shall be ceniei•ed on the egtering wall and sha11 contain t�e apprapriate number and size of duct tErminatars to nn.atch the corresponc�ing duc� bank. Each manhole and handhnle shall have a rrzinir�nutn szze of 1 inches by 12 inches by 2 inches deep concrete sump in the middle of the floor af the manhole ar h.a�dhole, or as shown on ihe Drawings. 3, Manhole Covers a. Unless otherwise shown on the Drawings, manhale and handhole cavers shall be heavy duty 36-inch machined gray iron, and AA5HT0 M306-04/ A�TM A48 CL3SS Minimum, 40,000-pound proof load vaIue {Class H20 X 2.S) "True Traffic" �Oad COV2i5� complete with fraz�ae, 111C� "EI�CtY1C" OT "COFIlIriL1ri1C��1011" raised lettering recessed flus�, as required, on the cover. Covers shall b� V-1600-5, with drop handles as manufact-�red by East Jordan Iron Worlcs, Ardrnore, OK CDM Sinith �agle Mountain and Westside WTP BID CONSTRUCT`ION SPECIFICATTON DOCUMEN'TS City Project No.103335 Januaiy 2022 26 OS 43 UNDERGROUNDSYSTEM Page S oF [ 0 U. All castings shall be zz�ade in. th.e USA, cast with the foundiy's name, pa�t numUer, "Made in USA", and pfoduction date (example: �xu�/dd/yyy�y). Castings without pz•oper zn.ax•lcings will be rej�ct�d. Manufacturet- shall ceitify that all cas�ings conform to the ASTM and AA,SHTO Des.ignations as specified herein. All casting shall be true to pattern in form and dimensian, fi•ee fram pow7ung faults, sponginess, cracks, blow �ales az�d other defects in positions affecting st�ength and value for the seivice intended. Angles shall be fiIleted and arises shall be sha��p and t�ue. 4. Access Hatch a. b. c. d. e. g• la. Where aecess hatches are shown on the Dxawangs, �atchas sha116e l�eatry duty alutx�inuzn, for H-201oad rating, sized as shown on the Drawirrgs. Hatches shall be CHS Series as manufact�ued by �ast Jardan I�•an Wnrks, Ardmore, OTC. Material shall be 60� 1-T6 alumr.nu�n for bars, angle and extrusions. 1/4-inch dia�nand plate shall be 506C� alun�um. ilnit shall have a heavy-dury pneuma�ic spring, for ease of operation when opening cover. C.aver sl�all be counter-balanced sa that one person can easiiy apen the ha�ch door. Frazne shall b� of extruded almnintun witls a continuaus 1-114 inch anchor fla�ge. A dovetail groove shall be extz-uded into the seat oitl�e frame w'ith a 118" silicone gasket. Hinges shall be of h�avy-duty design, the rnaterial s�all be grade 3 I C stainless steel, with a 3/8-inch g�•ade 316 stainless steel pin.. Hinge shall be bolted to the channel fram e aaad diamond plate with grade 3 I G stainless steel bolts and nylon lock nuts. Aluminum shall be supplied wit�. mill finish. Exterior of frame which cotnes in contact with concr�te shall ha�e one coat black prime�•. Each hatch shall be .supplied with a s�aianless-steel slam lock, with the k�yway protected �y a threaded aluminuin plug. The plug shall be flusb. with the top of the 1/4-inch diamond plate. The slam lacl� shall he fastened with grade 316 stainless steel holts and washers. Each b:atch shall be equipped wiih a stainless-steel lift handle. Lift handles shall he flush witl� top of 1/4-inch diamond plate. Each hatch shalI be supplied with a 1-1/2-inch threaded drain caupler on underside of channel frame for pipe cannection. 5. Hardware a. Cable racks shall be of the heavy-duty non-metallic type with a�•�an lengths flf $ inches, I4 inches, and 20 inches, each supporting a load of not less than 250 pounds at the outer end.. Racks shall be molded iza one piece of i7.L, listed glass z-einfoz-ced nylon, Catalog CR35N with RAOSN, RA14N and RA20N arms as manufacturad by Underground De�ices Inc. Narthbraol�, IL. Cable racks shall be secured to t�e manhole and walls by drilled, Hilti HIT-H� 1 SD MAX epoxy anchoring system, with Hilti 316 stainless steeI bolts. Arms far racks shall be verCically spaced not greater thau 2� inches on centers. CDM �mith Eagle Mnuntain and �estside WTP BID CON5TRUCTTON SP$CIFICATIQN DOCUMENTS City Project No,103335 .Tanuary 2022 26 05 43 UNDERGROiJND SYSTEM Page 6 of � 0 b. Pu�lir�g; irons shall be of copalymer polypropylene coated 112-inch diameter cable, with a rated pulling s�iength of 7500 pounds and a polyethylene pulling iron pocket, a11 recessed in the man�aole wall apposite each duct eniry. Pulling irons far handi�oles s�all hava the pulling iron locaiec3 in the floor o�'tbe handhole near the center of the liandhole opposiie the duct entry. Pulli.�g irans shall be as manufactured by M.A. Industries, Inc. Peaci�tree, GA. or Bawco Industa-�es, Po�-tlat�d OR. c. Manhole and handhole ladders shall be canstxucted a£ iiberglass reinforced plastic, safety yellow, I8-inch zung width with 12-inch rung spacing, Safrail as tt�anu£actured by St�ongwell Gorp., Bristol, VA. Ftunisb a total aftwo ladders, each of a leng�h four feet greater than the deepest manhoie in t1�e underground syst�m. C. Polyethylene Warning Tape 1. Subject to cornpliaxice with the Contraet Documents, the following Manufacturers are acceptable: a. Brady Detectable Identaline b. Approved Equal 2. The listing af specific tnanufacturers above does not imply acceptance of theu• products that do not :rx�.eet the specified ratings, �eatures and functions, Manu�acturers listed above are not relieved fro�n meeti�g these specificatzons in their entirety. 3. Waining tape shall �e metal detectable po3yester with subsurface graphics, black letters on red tape. Tkze tape shall meet the OSHA I926.95b(c}(1}, two-i�a.ch minimum �,vidth, for locatifln tracing. PART 3 - EXECUTION 3.1 GENERAL A. The Contractor shall field weriiy the rauting of a11 underground duct banks before placement. He shall modify the routang as necessary to avoid underground utilities ox above ground objects. Modi£'zcation or reroutjng for t3�e cnnvenience of the ContractQr, or to reduce the lengt}i of duct run as designed, will not be permitted. Tla�e Co�tractor shall provide any alternate rouf.ing of tI�e duct banl�s to the �wner/Engineer and, after approvai, shall proceed with the znstallation. B. .A.l.l changes of direction, less thar� 20 degrees, s�aall be made using a ho�box, strictly in canformance with the conduit manufacturer's instructions. Changes of directio.n greater than 20 degrees sl�all be accomplished using lang radius bends of PVC coated rigid alumiilum conduit. C. The Contractar shall saw cut and �e}�air existing pavements above ner�v and modi£�ied existing duct banks. Tl� e Contractor shajl provide the alternate routing of the duct banks to the Owner/Engineer and after approval sha1l proeeed with the installatian. CDM Sinith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCiJM�NTS City Project No.103335 January 2022 26 as 43 UNDEI�GROUND SYSTETVI Page 7 of 10 D. Install raceways to drain at�ay from buildings. Raceways between manhales ox• handk�oles shall drain toward the manhol�s ax haz�d�oles. Raceway slopes shall not be less than 3 inehes per 100 feet. E. Reinforce raeeway banlcs as shown on the Drawings. P. A#A/0 stranded bare tin�.ed copper ground conductor shall be installed along ihe top ofthe rebar cacge, as shown on the Dra�vings, for tk�e full length o� each duct run bet�een manholes and handholes and bonded to a ground rod in the vicinity of ea�cb manl�ole and handk�.ole. G. Lay raceway lines i� tr�nches on compacted eai�th as specified herein, H. Us� plastie spacers lacated not more than foua• feet apart to hold raceways in place. Spacers s�al] provide not less than two-inch clearance between raceways. I. The minimum cover for raceway banlcs shall be 24 inches unless otherwise per��Ced by the Own�rlEnganeez'. Raceway terminations at all manholes, existing and new, shall be witk� fer�inator f�i• PVC conduit. K. Blank duct plugs shall be used to s�al the ends of all unused ducts in tha duct system. P1ugs shall be installed at aIl lacations where the ducfs ente�• and leave the manhales or handholes, and all en�rance� and e�ts ta the undergrounci system. L. Where raceways enter or exit the Underground System, and the x•aceways rise to a higher elevation upon entering or lear�ing the System, such raceways shall be tightly sealed at Yhe higher elevation, both before and after the installation of cables, such that there shall be no entty of water or rnoisture ta the Underground Systern at any time. Raceways shall be sealed �rith 3M 1000N5 Watertight Sealant, ar approved equal, M. No wire shall be pulled until the duci system has been cornpleted in ever� detail. N. �wab a11 race�vays clean before installing cable. O. Train cables in manholes and handholes and support a.�ad restrain them on cable racics. All eables passizag manhole duct entrances in the manhale or handho�e shall pass above all duct entrances. Na cable shall pass in front of o:r below duct bank entrances. P. Polyethylene V�arrx�ing Tape shall be installed in the #xencl� above eaeh raceway or duct bank and located at the elevations shawn o�t the Dxawings. Q. The Contractor shall tag all underground conduits at all locations, exiting and entering from underground, including manholes and handholes. R. The minimum raceway size shall be 2-inch unless atherwise shown on the plans. CDM Sinith Eagle Mountain and Westside VJTP BID CONSTRUCTION SPECIFICAT'ION DOCUMENTS City Project No.103335 Januaiy 2022 260543 iJND�RGROUND SYSTEM Page 8 of 10 3.2 A. : The excavation shall extend to the width and depih as shown an the Drawings, or as speciiied, and shall provzde suitahle room for installing manholes, handholes, ducts and appurtenances. Furnish and place a11 sheeting, braeing and supports. C. Excavatian shall include material of eveiy description and of whatev�r substance encountered, regardiess of ihe meihods or equipment required to remove the material. Pavement shall be cut vvith a savv, wheel or }�neumatic cbisel along straight lines befoze excavating. D, The Contrac�or sha11 strip and stockpi�e topsoil from �rassed areas crossed by 1�•enches. At the Contractor's option, topsoil may be atherwise disposed of and replaced, when required, with approved tapsoil of equal quality. E. Whi1e excavating and backf'zlling is in �rogress, t�-affic shaIl be maintained, and all utilities and other prnperCy protected, as prQvided for in the Contract Documents. F. Materials shall be excavated to tlae depth indicated on the Drawings and in widths sufficient for installing manhales az�d laying the ducts. Coordinate the trench widf.h t�e Details shnwn on the Dr�wings. Ti1e hottam of the excavations s1aaJ1 ha firm and dry in all respects acceptable to the Owner/Engineer. Trench width shall be a practical minimum, but not Iess than 6 inches gr�ater on �ach side, khan the tatal �luct seciion arran�ement, i�zcIuding reinforcing steel. G. Ex.cavation and dewatering shall be accomplished by methods which preserve the undisturbed state of sub grade soi�s. The trench may be exca�ated by ��aachinery to, or just helow, the designated sub grade, provided that mate�•ial remaining in the bottom of the trencb. is na more than slightly d.isturbed. Sub grade soils which become soft,lose or otherwise unsatisfactory as a result of inadequate excavation, dewatering or other construction methods, shall be removed and replaced by gravel fill, of aggregate as specified herein, as required by the OwnexlEngineer at the Contractor's expense. 3.3 A. EXCAVATION BELOVV GRADE AND REFIZ,L Regardless of the nature af unstable material encountered, or the groundwater c�nditions, �reneh and e�cavatian drainage sha11 be c�mplete and effective. B. If deemed necessary by the Owner/Engineer, ar as shown on khe Drawings, the Contractor shall b� required to deposit pea gravel for duct bedding or gravel refill far excavation below grade, directly on the bottom of the trez�ch immediately after excavation has reached the proper depth and before the battom of the irench has hecome softened or disturbed by any cause whatsoever. A�1 excavation shall be made in opcn trenches. Gravel used f�r �his purpose, shall be aggregate, as speeified that is no larg�r than one-half the minimum clear spacing between eleetrical ducts, and a maximum coarse aggregate size of 314-inch. TRENCH EXCAVATION CDM Srnith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na.103335 January 2022 26 OS 43 UNDERGROUND SYSTEM Page 9 of IO 3.4 A. : BACKFILLING Remove frorn the excava�ian a1I materials which �he Ownei/Engineer rz�;ay deem unsuitab�e for bacicfilling. Backf'illing shall not cominence until, not less than 48 hours after placin�; o� any concrete embedt�aent, have lapsed. C. Wheze the duct banks are Iaid in the yard, the remainder of the tr�nch, after concrete encasement, s�all be filled with cnulmon fill material, void of rock or other non-porous material, in layers not to exceed eight inches in Ioose �easure and compacted to 90% stanck�rd Proctoz density at optimum moisture content of+/- 4°/a. The back�"ill shall be mounded six inches above the e�usting grade or as directed by the OwnerlEngineer. Where a grass, loam or gra�el surface e�sis pr-ior to excavations in tlae yatd, it shall be removed, conserved and replaced to the full oz•iginal depth as part of the wark undez• the duct items. In some areas, it may be necessary to remove excess material du��ing the cleanup process, so that the ground may be restored to its ori�inal l�vel and condition. D. Wh.ere the duct banks are laid in paved areas ot designated fuhue paved areas, e�stiug or designated futzue st�uctures, or ntI�er e�sting or future utilities, the ren.�zainder af the trench above the encasement, shall he bacl��lled with seleet comman fill or select fiIl matez•ia1 in layers nat to exceed eight inches loos� measut-e and compacted at optznnum moistu�-e contenf (+1- 3%) ta 95% standard Practor density. E. Cnmpaetion shall be by use of hand or pneumatic tampirzg with tool.s weighin� at least 20 pounds. The material being spread and campacfed shall be placed in layers not a�er eight inckaes loose thicic. Ifn.ece5sa,ty, sprinkling shall be empioyed in conjunction with rolling or ramming. F. G. H, 3.5 A. Bituminous paving shall not be placed in bacl�"ill, Water jetting will nat 6e accepted as a means of consolidating or compacting bacl�ll. All road surfaces shall be broozm finished �nd liose-cleaned immediately after backfilling. Dust con�•ol measures shall be employed at all times. RESTORING TRENCH AND ADJACENT Si�RFACES In paved areas, ihe edge of tlae e�st�g pavement to be removed shall be cut along strai�ht lines, and the pavement replaced with the sa�ne type and quality of the existing paving. B, In s�ctions where the duct bank passes thz•ough grassed areas, the Contractar shall, at his own expense, reznove and replace the sod, or shall laam and reseed the surface to the satisfaciion of the Owner/Engineer. CDM Smith Eag�e Mountain and Westside WTP BID CDNSTRUCTION SPECIFICATION DOCUM&NTS City ProjectNa.103335 January 2022 26 OS 43 UNDERGROUNDSYSTEM Pa�e 10 of 10 3.b CLEANING A. Remove alI rubbish and debri.s fiom inside and around the undergrouza.d system. Remove dizt, dust, or concrete spatte3• from the interiar a�d exteriar of manhales, haz��holes and struc�izres, using bxusbes, vacuum cleaner, or clean, lint free rags. Do not use compressed air. END OF SECTION 26 OS 43 �DM �ynith Eagle Mountain and Wesiside WTP BID CONSTRUCTIDN SPECIFICATION DOCUMENTS Ciry Praject No.103335 Janukuy 2�22 26 24 16 PANELB0�1RD5 Page i of 8 SECTI4N 26 24 16 - PANELBOARDS �'ART 1 - GENERAL 1.I A. B. 1.2 SCOPE OF WORI� Fu��ish and install panelboard(s) as speci�ed herein and as shown an the Drawings. The pro�isions of t.�.is Section shall apply to all panelboards, except as indicated otherwise. RELATED WORK A. No referenc�s ar� mad� to any other section which may contain work related to any other section. The Cantract Documents shall be taken as a whole with every sectinn related to every other section as required to meet the requirements specified. The arganizaYion. ofthe Contract Docuz�aents ianto speci�cation divisions and sections is for organizatian of the documents thEmselves and does not relate to the division of suppliers or labor wI�ich the Cont�-acto�• tnay choose to emplay in the execu�ion of the Con�iact. Where referenc�s are made to other Sectians and other Divisions Qf the Specifications, the Ca�tx•actoz shall p�•ovide such informatian or additianal woi-k as may be requi�ed in those references and include such information or work as may be specified. : i.� A. Qther Divisions 1. The Contractor shall be responsible for exarnining all 5ectians of the Specifications aar.�d Drawings and shall determine the power and wiring requirements and shall pravide external wiring and raceways, as required to pravide a fully functianing power, control and process control systems. I�the equipment req�es more conductors andfor wiring, due to diff�rent equipment being supplied, the Cants�actor sl�all fiu�aisb. the addifional cnnductors, raceways and/or wiring, with i10 change in klie Contz•act Ariee, and with no increase in Gontract Time. svB�TT�,s Subznzttals shall be made in accordance wiih the requi�ernents of Division 1, Section 26 00 00 and as specified k�erein. B. Proeide syst�rns engineerin� to produce coordination curves, showing coordination between breakers and/or fuses subrniited, such that pxatective de�iee coordination is accomplished. �uch cur�es and set�ings shall t�e included as a part oi these submittals. GDM Sinith Eagle Mountain and Westside WTP BID CONSTRi1CTION SPECiFICATION DOCUIVIENTS City Project No.I03335 danuaiy 2Q22 26 24 1 b PANELBOARDS I'age 2 of 8 C. Submittals shall alsa cantain intormation on reIated equipm.ent ta be furnished under this Specifica�ion but described in the related Sections lzsted in the Related Work paragraph above. Incornp.lete submittals not containing the required informatian on the re�ated equipment will also be teturned without review. All cut sheets shall be cleax•Iy marked to indicate which products are being submit�ed for use on this �aroject. Unmarked cut sheets will be cause to reject the submittal and retu�� it for revision without revievv. � E, Shop Drawin�s and Praduct Data. The fallowin.g information shall be submitted to the Engineez: l. Master drawing index 2. Front view elevatio� 3. Top �iew 4. Nameplate schedule 5. LTL Listin.g of the cornpleted assembly 6. Conduit entry/exit locations 7. Assembly ratings including: �� 9. 10. 11. a. Short-cixcuit rating b. Voltage c. Continuous current Major component ratings including: a. Voltage b. Continuous current c. Interrupting ratings Descriptive buIletins Product data sh�ets, Cab1e terzx�iz�al sizes, Operation and Maintenance Manuals. 1. Op�ration and maintenance manuals sha11 include the follo�ving uafar�nation: a. Manufacturer's coz�tact address and telephone nurr�ber for parts and se�rvice. b. Instructian baoks and/or leaflets c. Recommended renewal parts lisi d. R�cord Dncument� for the in£ormatian required by the Subxnittals paragraph above. CDM S�nith Eagle Mountain and Westside WTF BID CONSTRUCTIQN SPECIFICATION DOCUMENTS City ProjectNa.103335 January 2022 26 24 [ 6 PANELBOARDS Page 3 of 8 1,4 RE�'ERENCE CODES AND STANDARDS A, The law voltage panelboa�d assem�ly and all components in this specifi�atian shall be desigi�ed and manufactured according to latest re�ision of the fallowing standa�ds (unless otherwise noted): 1. UL 67 - Pat�elboards 2. [JL SQ - Cabinets and Baxes 3. NEMA PB-1 200G - Panelboards 4. Fed. Spec. W-P-11 SC I.5 QLIALITY ASSURANCE A. The manufacturer of this equipment shall have �roduced similar equipment for a z�aini�raum period of ten yeai�s, When requested by the Engineer, an acceptable ]ist of installatians witli similar equipment shall be pz•ovided demonstrating compliance witb this requirement. B. The manufacturer of the assembly shall be the manufacture�• of the major compone�ts within the assembly. All asse�blies shall be of the saine manufacturer. Equip�nent that is �.xaanufactuxed by a third party and "brand labeled" shall not be acceptable. C. A11 caiaapanents and material shall be n��,v and of the latest field praven design and in current production. Obsolete components or co�aponents schedLtIed for im�ediate discontinuation shall n�t be used. D. For the equipmeni specified herein, the manufacturer shalt be zS0 9001 2000 cei�tified. E. Equipment suhmitted shall fit within the space silovvn on the Drawings, Equipa�ent vvhich does nat fit within the space is not acceptable. I,b SOBSITE DELIVERY, STORAGE AND HANDLING A. Prior to jobsite delivery, the Confractar shall have successfully conapleted all submittal requirements, and present t� the Owner/Engineer upon deliveiy af tI�e equipment, an approved copy flfall such submittals. Deli�ery af incoznplete canstrczcted equipment, onsite factory work, or failed factory tests will not be permitted. B. Equipment shall be handled and stored in accoxdance witkz ziaanufacturer's instructions, Two copies of these instructians shall be i_ncluded witli the equipment at time of ship�nent and shall be made available to the Contractor an.d Owner. The inshuctions shall include detail�d assembly instructions including but not limited to wiring interconnect�on d�agrams, rigging for lifting, sl�idding, jackiMg anc� moving using rolling �quipmeni to place the equipment, bott torqueing requirements for bus and alI other components which require th� installation of bolted connections, and instzuctions for storin� the equipment piiar lo energizing. C. Equipment shall be stored indoors and protected from inoisture, dust and other contaminants. D. Equipment sl�all not he installed until the Iocatioi� is �nish.ed and protected from the eIernents. CDM Sinith �agle Mountain and WesYside WTP SID CONSTRUCTION SPECIFICATION DOCT]MENTS City Project No. I03335 January 2022 26 24 16 PAN�L,BOARDS Page 4 of S 1.7 WA]E�RANTY A. The Manuiacturer shall wai�rant tl�e equipnaent to be free from defects in material and worl�nanship for ane year fi•o�n date of final acceptance of the equipanent. Witkziu such period o:f wazxanty the Manufacturer shall promptly fiu�ish all material and ]abor necessary to retum the equipment to new operating condztion. Any warranty work requiring shipping or transpoxting of the equipment shall �e pei-formed Uy the Con�ractor at no expense ta the Dwner. PART Z - I'RODUCTS 2.I A. Subj ect to campliance with the Contract Documents, the following Manufacturers are acceptable. 1. General Electric 2. Eaton 3. Square D 4. Ap}araved equa.� B. The list�ng af specific manLifacturers abave does not imply acceptance nf their products �laat do not z�aeet the speciiied ra�ings, features and fiinctions. Manufacturet•s lzsted a�o�e are noi relieved fram meeting thes� specit"ica�ians in their entirety. 2.2 RATINGS A. The seivice voltage, overall shart circuit withstand, anc� iillerrupting rating of the equipnaent and cotnponents shall be as shown on the Drawin�s, except that the tx�i�imum internxpting rating shall be 22,000 amp�res RMS symmetrzcal for 24p/120 volt single- phase or 208Y1120 volt thr�-phase. The mini�nu�ar� int�rrupting far 480Y/277 volt three-phase shall be 42,000 amperes RMS symmetrical. Panelboards employing series co ected ratings for ma.in, feeder and bi-aric� devices are not acceptable and shall not be pxovided.� B. C. D. E. NiANUFACTURERS Panelboards shall be UL listed and labeled as suiiable for nse as service equiprnent. Where the panelboard is shown or specified to contain a surge protective device (SPD), the complete panelboa�rd, :�ncluding the SPD, shall be ULb7listed. Panelboards shall be designed far cozstinuous operation, at rated cuirent, in a 40°C ambiet�i. Far additional ratings and construction notes, r�fer to the Drawings. CDM Smith Bag1e Mauntain and Westside WTP I3ID CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na.103335 Januaiy 2022 26 2�4 I 6 PANELBOARDS Page 5 af 8 2.3 CONSTRUCTION A, General I. Refer ta the Drawi�gs faz• actual layout and location of equipment and components, and other required details. 2, A nameplate shall be prnvided listing manufacturer's name, panel type and ratin�, Nameplates shall be engraved, laminated iznpact actylic, matte finish, not less than �Ilb-inch thick by 3/4-inch by 2-1/2-inch, Rowma,��k 322�d2, or equal, Nazneplates shall Ue 316 SS screw mounted ta aU enclosuz•es except for NEIVIA 4 and 4X. Nameplates for NEMA 4 and 4X enclasures shall be attached with double �aced adhesive strips, TESA TUFF TAPE 4970, .009 X 112 inch, or equal. Prior to installing the nameplates, the metal surface shall be tlioroughly cleaned with 70% alcahal until all residues has been t•etz�t�ved. Epoxy adhesive ar foam tape is no� acceptable. B. Enclosures 2. General a, Each enelosuee shall be provided with a legend pocket on the inner door. b. Enclosures shall noi ha�e holes or ktaoekouts. ALIJMIN [JM a. NEMA 4X A]ucninum 1) Type 5052 aluminum, body and door 2} 5tainless steel hizage pins 3} Faasn in-place gasket NEMA 12 NEMA 12 Stee1 1) Mild Stcel body and door 2) Stainless steel hing� �ins A�. Not otherwise Defin.ed a, Where an �nclosure is not otherwise defined ar shown on the Dra�ving 1} NEMA 4X Stainless Steel 2} Type 316 stainless steel, hody and door 3} Stainless steel hinges 4} Poam in-place gasket NEMA 1 or NEMA lA boxes shall not be useci. CDM Smith �a�le Mountain and Westside WTP BID CONSTRUCTION SP�,CT�'TCATTON DOCUMENTS City Project No.103335 .Tanuary 2022 2b 24 l fi PANELBOARDS Page 6 of 8 C. Surge Protective Devices {SPD�) I. Where panelboards are shown or specified to in.clUde an SPD, the panelboard manufactuxer shail be the manufacturer of the Type 2 SPD, and the SPD shall be Iocated withzn: the panelbaard,. unless otheiwise shawn on thc Drawings. Refer to Sectian 26 43 13 for specifications of the SPDs, and the required submittals to be included under tlus Seetion. Submittals noi containing the required inf'ormation in Section 2f 43 13 will he xettu'r�ed un-reviewed. 2. The �PD shall Ue installed immediately following the load side of the main brealeer. SPDs installed in main lug anly panelboards shali be instaIled irnmediately followin.g the i�caming main lugs, The SPD shall be interfaced to the panelboaxd via a duect bus bar connection. The SPD shall not Iimit the use of through-feed lugs, sub-fee.d lugs, and suh- feed hreaker options. See Sectian 26 43 13 for additional requirements. D, Exteriors E. F 1. Unless otherwise noted, all panels shall be designed for surface mounting. 2. Hinged doors covering aIl circuit breaker handles sha11 be provided on all panels. 3. Doors shall have semi flush type cylinder lock and catch, except that doors over 4$ inches in height shall have a vault handle and khrc�-point latch, complete wit1� lack, arranged to fasten daor at top, bottom and cen.ter. Daor hinges shall be concealed. �'urnish two keys for each 1ock. All locks shall be keyed alike; directory frame and card having a transparent caver shall be fEu-nished �n each door. Interiors 1. ,At least four studs for mounting fih� panelboard interiorr shall be furnished. Z. Interiors shall be so designed that circuit breakers can be replaced without disiurbrng adjacent units and without removing the main bus connectars and shall be so designed tk�at circuits may be changed without rnachining, d�rilling or tapping. 3. All interiors shall be completely factor� assembled with circuit breakers, wire connectoes, ete. All �wire cot�aectors, except screw teiminals, shall be of the anti-turtz solderless type and all shall be suitable for copper wire of tlae sizes indicated. Busses ]. All husses, including neutral busses and ground bars, shall be of tin-plated co�per. NeUtral busses shall be full size. Phase bussing s�iall he fuIl height without reduction. Cross cont�ectors shall be tin plated copper. 2. Neutral bu5sing s}�all have a suifable lug far each outgaing feeder requiring a neutral connection. 3. Spaces fox future circuit breakers shall be buss�d far the inaximu�n de�ice that can be fitted inta them. 4. Equipment ground bars, of tin-plated copper, shall be furnished. 5. Brazach circuits shalI be arranged using douhl� row cazast�z-uct�on except when narrow colur�n paneIs are indicated. Sranch circuits shall be numbered by the manufacturer. CDM S�nith Eagle Mountain and Westside W'TP BID CONSTRLTCTION SPECIFICATI�N DOCiJM�NTS City ProjectNp,I03335 3anuary 2022 26 24 I 6 PANELB OARDS I'age 7 of 8 2.4 A. I�. CIRCUIT BR�AKER� Paiielboards shall Ue ac�uipped wit11 ci�cuit bz-eakez-s �vith frarne size and t�-ip settings as shown on the Dravvings, Circuit breake�� shall be molded case, bolt-an type. C. Eacla circuit brealcer used in 208Y1120-�olt, three pl�ase, or 12�f240-�olt single phase, pan�lboards shall have an inten-�pting eapaeity of not less than 22,OOQ anaperres, RMS syrnmetrical. ll. E. Eacb. circuit breaker used in 480Y/277 volt arid 4$0-volt pa�nelboards shall have an inteixupting capacity of not less than 65,000 an:�;peres, RMS symmetrical. Circuit brealcers shall be as manufachued by the panelboard manufacfurer. PART 3 - EXECUTION 3.1 A, B. C. IN�TALLATIQN Maunt boxes for surface mounted panelboards so there is at least 1/2-inch air space between. the box and the wall. Connect panelboard branch circuit loads sn that the laad is distributed as ec�ually as possible between the phase busses. Type circuit directories giving location and nature of load served. �►stall circuit directories 'rn each panelbnard. ENI] QF SECTION 26 24 16 CDM �inith Eagle Mountain and Westside WTP BID CONSTRLTCTION SPECIFICATION DOCT.]MENTS City Praject No.I03335 January 2U22 26 24 1 b PANBLBOARDS Page S of 8 This page intentionally left blank CDM Smith Eagle Mountain and Westside WTP BTD CON�TRUCTIQN SPECIFICATiON DOCZ]MENTS City Projece Na.103335 January 2022 26 27 2G LIGHT SWITCHES AND RECEPTACLES Page 1 of 10 SECTION 26 27 26 - LIGHT SWITCI�S AND RECEpTACLE� PARTI-GENERAL 1.1 5COPE aF WORK A. Furnish aIl labor, rnaterials, equipment, an�d in�tall wuing devices as shown on the Di�awings and as specified herein. B. Provide all intexconz�.ecting conduit and branch c'v'cuit wiring for receptacle circuits in accordance with the NEC_ L2 RELATED WORK A. Refer to Division 26 and the Contract Drawings, for related worI� and elect��ical coordinaiion requireme�►ts. 1.3 SUBMITTALS A. Shop Drawings Submit catalog data af aIl switches, receptacles and other specified items under this Section, witli all options, applicatian lacations and exceptions clearly indicated. All cut sheets shall be clearly marked to iudicate which products are being submitted for use o� this project. Unmarlced cut sheets will bc cause to z�eject the submittal and return it far revision. 1.�4 REFERENGE STANDARDS A. ViWiring devices shall comply witb the requirements of the NationaI EIeetrical Cade (NEC) aud shall be Underw.riters Labo:ratories {LTL} label�d. 1.5 �UALITY ASSi_JR.ANCE A. The manufacturer of these materials shall have produced sirnilar eleetrical materials and equipment fox a minimum pex•iod of �ve years, Wh�n requested by the Owner/En.gineer, an accegtable list of installations with similar equiprnent sha11 be provided demonstrating compliance with this requireznenf. �. The rnanufacturer of the assernbly shall be the manufacturer of the inajor conaponents �rrithin the assemk�ly. AlI assernblies shall be of th� same manuiacturer. CDM. Sinith Eagle Mauntain and Westside WTP BID CONSTRLTC'I'ION SPECT�'ICATION DOCi.JMENTS City Projact No.103335 January 2022 2b 27 26 LIGHT SWITCHES AND RECEPTACLES Page 2 af 10 1.6 JOBSTTE DELIVERY, STORAGE AND HANDLING A, Prior to jobsite delive�y, �lae Contractor shall have successfiilly completed ail sub.mittal requirements, and present to the OwnerlEngineer upon delivezy o�the equipment, an approved copy of all sucli submittals, Deli�very of incorrzplete constructed equipment, or equipment �cvhich failed any factoiy tests, wilI nat be permitted., B. C. D. 1.7 Equipment shall be handled and stored in accordance with manufacturer's inst��.tc�ions. Equipment shall be stored indoo�•s and pratected froin moisture, dust ar�d othez contaminants. Equipment shall not be in�talled uz�..til the loeaiion is finished and pi•otect�d from the ele�nents. WARRANTY A. The Manufacturer shall warrant the equipinent to be free fram defects in znaterial and workmanshig for one yea�' frnm date of finaI acceptance oi the equipment. Within such period of wananty, the Manufactiurer shall prompt�y furnish all material and lahor necessary to return khe equipment to new operating candition. PART 2 - PRODUCTS 2.1 A. MANUFACTURERS 5ubj ect to compliance with Yhe Contract Documents, the Manufacturers listed in each praduct category are acceptable. B. The listing of specific manufacturers does not imply acceptance oit�ieir products that do nat meet the specified raiings, features a�d functians. Manufacturers listed are nat relieved from me�ting these specificaiions in their entil�ety. 22 RATINGS A. The service voItage, s�a11 be as shown on �e Drawings. The overall short circuit withstand and interrupting rating of the equipment and devices s.haIl be equal to or greaier than the overall s�ort circuit withstand and inien�upting rating of the feeder device imnaediately upstrearn of the equipment. CDM Smith Eagle Mountain and Westside WTP BID CONSTRUCTION SP�CIFICATION DOCiJMk:NTS City Project No.103335 danuary 2022 26 27 26 LIGHT SWITCH�,S AND RECEP"I"ACL�S Page 3 of 10 2.3 A. : MATERIALS Wall switches shall be heavy duty, industrial speci�cataan gx•ade, toggle action, fh�sh mounting quiet type. AlI switches shall conf'oi7n to the latest revision of Federal Specification WS $96. 1. Manufacturer a. Cooper {catalog number as listed} b. Hubbell, Inc. c. Pass & Seymaur, Inc. d. Approv�d equal 2. Single po1e, 20 Amp, 120/277 Volt— (Coaper 222IV) 3. Double pole, 20 Amp, 124/277 Volt —(Cooper. 2222V) 4. T�•ee way, 20 Amp, 120/2'77 Valt —(Cooper 2223 V) 5. Four way, 20 Amp, 120/277 Volt —{Cooper 2224V) 6. Single pole, 20 Atx�p, 120/277 Va1t - k�y operated -{Cooper AH1191N} 7. Singte po1e, 20 Amp, 120 Volt - red piIot-lighted handle —(Cooper 2221PL) 8. Single po1e, 20 Amp, 120 Volt, clea�- lighted handle —{Coopet 2221LTV) 9. Momentary contaet, three pasitian, 2 circuit, eentet• off— (Cnnper 1995V) Fluorescent wall box dizn.mer stvitch for 120/27`7 Volt cont�-a1 of rapid stact fluoreseent lamps with a diinming range of 100% to 0.5% light for 12�-�alt and 100% to 1% li�ht far 277-volt. Manufacturers a. Lutron Electsonics Co., Inc. b. Lithonia Con�rol Systems c. Valmont Electric, Inc. d. A�proved equal. C. Explasian proof single pole faciory seale� switches shall be for 20 Amps, 1201277 volts, mountEd in copper free aluminum boxes. Manuiacturers a. Cx•ouse-Hinds EDS Series b. Appleton Electric Co, c. Killark d. Appraved equal. � Receptacles shall b� heavy duty, corrosion resistant, specification grade of the following types and manufacturer or equal, Receptaclas shall conform to F�d Spec WC596. Manufacturers a. Cooper (catalog numbers as listed) b. Hubbell, Inc. c. Pass & Seymaur, Inc. d. Approved equal CDM Smith Eagle Mountain and Westside WTP BID CONSTRtiCTION SFECIFICATION DOCUMENTS City Project Na.103335 January 2022 26 z� �.� LIGHT SWITCHES AND RECEPTACLES Page 4 of 10 E, 2. Duplex, 2fl Aznp, 125 Volt, 2 PoIe, 3 Wire Grounding, high impact,. azc and ir�oisture resistant yellow nylon const�-uction,. heavy nickel plating on mefal parts; (Cooper 53b2CRY 3. Single, 2Q Amp, 2,50 Volt, 2 Pol�, 3 Wire; {Cooper 5461GY} Weatherproof covet-s 1. Die cast alttminum. Plastic or other nan-metallie in-use co�ers are not acceptable. 2. Weatherproof while-in-use rating 3. Manufact�.uers a. Eaton Catalog No. WIUMH/V b. Thomas 8� Betts c. App�•o�ed equal F. 5pecial purpdse Manufacturer�s a. Cooper (catalog nuz�aaber as listed) b. Hubbell c. Pass & Seymour d. App�•oved equal � 2. Clock hanger single, 15 Amp, 125 Volt, 2 Pole, 3 Wire, with hanging hook on device plate. (Cooper 452) 3. Single, corrasion resistant locking, 20 Amp, 125 Volt, 2 Pole, 3 Wire; Cooper, Catalog No. �RL520R and piug (Cooper CRL520P} �4. Single twist-lnck, 30 Arnp, I25 Volt, 1 Phase, 3 Wire; Cooper, Catalog No. CRL530R; piug. (Coaper CRL53QP) S. Single iwist-1ack, 2D Amp, 250 Volt, ]�hase, 3 Wire; Cooper, Catalog No. CRL620R; plug. (Cooper CRL620P} similar by Hubbell, Inc.; Pass & Seymour, Ine. or equal. 6. Single twist-lock, 30 Amp, 250 Volt, 1 Phase, 3 Wire; Cooper, Catalog Na. CRL630R; plug. {Cooper CRL630P} Explosion-proaf receptacles and plugs J. Manufacturers a. Appleton Electric (CataLog nurnber as listed} b.. Crouse-Hinds c. HubbelIInc. d. Approved equal. 2. Single, 20 Arnp, 125 Volt, 1 Phase, 3 Wire. (Appleton EFSCl75-2Q23 and plug ECP- 2023} 3. Duplex, 2� Amp, 125 Valt, 1 Phase, 3 Wire. (Appleton E�`SC275-2023 and plug, ECP- 2023} 4. Single, 2Q Atnp, 250 Volt, 1 Phase, 3 Wire, (A�apletan EFSC175-20232 and plug ECP- 20232) CDM Stni�h Eagle Mountain and Westside WTP BID CONSTRUCTION SP�CIFIC�'FION DOCUMENTS City Project No.103335 January 2022 26 27 26 LIGHT SWITCHES AND RECEl'TACLES Page 5 of I a Duplex, 20 Amp, 2S0 Volt, 1 Phase, 3 Wire. (Appleton EFSC275-2Q232 and plug ECP- 20232) H. Device Plates Plates fo�• indoor flush mounted devices shall be of the required nuznbef of gangs for the application involved and sha�l be as follows: a. Adminis��aEion type buildings: Smooih, high impact nylan of the same manufact�-et- and color as the device. Final color to be as selected by the Arclaitect. b. Where permitted in other at°eas of the plant, flush mounted devices in cement block constiuction shall be Type 302 highnickel (18-8} stainless steeI ofthe same manufacturer as the d�vices. 2, Plates for indooz• surface maunted device boxes shall be cast metal of the same material as the box, Crouse-Hinds No. DS23G and DS32G, or equal. 3, Oversized plates shall be installed where standard plates do not fully co�er the wall opening. 4. De�vice p�ates far switches mounted outdoors or indicated as vveathefpraof shall be gasketed, cast aluta�inum with provisions for padloclung switcbes "On" and "Off', Crouse Hirids Na. DS 185, or ec�ual. 5. Multiple surface mounted devices shall be ganged in a single, cozximon box and provided with an adapter, if necessaiy, to allow mounting of single gang device p�ates on multi- gang cast baxes. 6. Engraved device plates shall be pravided where required. 7. WeatYierpronf, gasketed cover for GFT x•eceptacle mouzited in a FS/F`D box a. Manufacturers 1) Coaper, Catalog No. 4501��'S 2) Hubbell, Tnc. 3) Pass & Seymour, Inc. 4} Approved equal. I. Three Phase Power Receptacles 1. Three phase povver receptacles and plugs shatl be rated for t.�e ualtage and current ratings �f the cannected laad waless otherwise shawn on flie Drawings. 2. Receptacles a�►d plug housings shali be constt-ucted oi copper free aluminum Iisted to iTL standard 49$ for walertight construc�ion. Hardware shall be stainless steel. 3. Performance a. Maximum working voZtage; b00 volts RMS. b. Dielectric withstand voltage: 3Q00 volts. c. Full load brealc capability at rated current. d. 5000 connec�/disconnect cycles at rated voltage and current, 4. �'urnish and instaII one mating plug with each receptacle. CDM Sinith Eagle Mountain and Westside WTF BID CONSTRUCTION SPECIFICA'I'�ON DOCLTMLNTS City Project No..103335 January 2022 26 27 2b LIGHT SWITCHES AND RECEPTACLES Page 6 of 10 5. Provide the following features: a. Color coded by �o.Itage. b. One-pzece housinglangled hack box c. Shrouded pins d. Se�f-closing gaslceted caver. e. Watertight cable entrances/stress relief gx-ips. f. Mating keys. Acceptable na.anufacturers: a. Huhbell (North American i2�ted Series II) b. General Eleetric c. Cooper d. Meltric Interlociced T�u•ee P3�ase Power Receptacles 1. Interloc�ed three phase power receptacles shall include a coinbinatzon receptacle and a mechat�ically interlociced disconnect switch. The twa uniis shall be interlacked to prevent removal or insertion of the plug unless the switch is in the OFF positian.. The receptacle shall m�et the requirements of Power Receptacles speci�ed herein. 2. Provide a matclung plug for every uzuk fi.unished. 3. Switch, �ower receptacle and mating plug shall be cor�structed o� copper free aluminum. 4. Assembly shalI be listed to UL Standard 49$ %r watertight- cansinxction. 5. Hardware shall be stainless steel. b. Pei�ormance: 7. a. Maximum working voltage: 6�0 volts RMS. b. Dielectric withstand t�altage: 30D0 volts. c. Full load b.reak capa�ility at ra�ed current. d. SaOQ connect/disconnect cycles at rateti voltage and cui7ent. Provide the follo�ring features: a. Caior coded by voltage. b. �Jne piece housin�/az�gled hack box c. Shrouded pi�ns d. Self closing gaslceted cover. e, Watertight cable entra�ces/siress relief grips. f. Mating lceys. 8. The discannect switch shall be unfused or fused, as shown on the Drawings, ar a�erwise specifie� herein or if required by �e NEC, vvith rati�.gs as hereinbefore spacified. Provide lockout provisions on ihs disconnect switch handle. CDM Srnith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECTFICATION DOCUMEl*TTS City Froject Na.103335 7anuary 2022 26 27 26 LIGHT �WITCHES AND RECEPTACLES Page 7 of l0 Ivlanuf'aciurers a. Crouse-Hinds b. Appleton c. I�illaxk d. Hubb�lI I�. 30 Arnp, 4$0 volt Receptacles 1. 3Q Amp, 480 Volt xeceptacles shall be 3 Pale, 4 Wire, grounding pin and sIeeve type, with cireuit brealcing capability, The x eceptacle shall me�t the requu-ements of Power Receptacles specified h�rein. 2. 11rlanufacturers a. Crause Hinds Arktite style 2, Catalag No. �1RE 3423 b. Approved equal 3. The listing of specific manufactu�•ers above does nat imply acceptance of their products that do not meet tlie specified ratings, features and fitnctions. IWlanufact�u-ers listed above are nat relieved from rneeting these specif cations in their entirety, �. Furnish and install one matching plug for each. receptacle shown on the Drawings. L. Welding Receptacles and Disconnect Switches Manufacturers: a. Crouse Hinds Arkiite Receptacles with Enclased Safety Switch�s", Catalog No. WSR103S42. b. Approved equal 2. The listing of specific �nanu£acturers above does n�t imply acce�tance oftheir products that do not meet the specified ratings, features and fiwctions.11�Ianufacturers listed above are not relieved fram meeting these specific�tions in their entirety. 3. Welding receptacles and disconnect switches s�all he rated 600 Volts, 100 Amp, 3-pole, �-wire, 50 Hz. ReceptacIe shal! be mecha.nically interlaciced with its disconnect switch to prevent breaking the circuit witl� tl�e receptacle and plug. Ground wire shall be bonded to the plug an�l raceptacle housings. Enclosure type shall be NEMA. 4. The receptacle shall meet the requirements a�Pawar Receptacles speciiied herein. 4. Furnish and install one matching plug for the welder. M. Portable Generator Input Receptacle 1. Portable generator in.put receptacle shall be weatherproof, rated for 600 Volts, 10D Amp, 3 Phase, 4 Wire grounding pin and sleeve type with a 15 degree mounting adapter, spring door cover. CDM 5ir►ith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECI�'TCATTON DOCLTMENTS C�ty ProjectNo.103335 January 2022 26 27 26 LIGHT SWITCHES AND RECEPTACLES Pag� 8 af 1Q 2. ManufactLuers a. Crouse Hinds Catalog 1'�Io. 1042522 with plug, Crouse Hinds Catalog No. APJ 10487�22 N. 3. The listing of specific mat�ufacturers above does not imply acceptance a£ theiz products that do not zx�.eet tl�e speczfied ratings, fea#.ures and fiinctions, Manufacliuexs listed above are not relieved fi'om meeting these speci�ications in their entirety. A�. Both reeeptacle and plug shall have reversed eontacts. ]Pake-Thraugh Seiviee Firiings 1. Poke-through ser�ice fittings shall be installed in a two-inch core drilled hoie, fit floor khicknesses of 2-1/2 inches Co 7 imches and be £'ire rated. 2. Poke-through sei�vice fittin.gs shall be provided with barriers to handle laoth high and low tension services and be designed for bo�h new const�uct�on and building reti-ofit. 3. Se�vice �itting heads shall �ach contain. a 2Q Amp, 125-va1t, 2 po1e, 3-wire duplex receptacle on one side and pro�isians for up to two-25 pair telephone cables an the remair�in� side. 4. Manufacturers a. Raceway CQmpanents b. Walker c. Square D d. Approved equal, PART 3 - EXECUTIDN 3.1 INSTALLATION A. �witches az�d z•eceptacles shall be installed flusl� wifih the finished wall surfaces in areas with stud frame and gypsum board construction, in dry areas with cement block constr�.ckzon ar when raceways are shown as concealed on the Drawings. I: C. � E. Do not install flush maunted devices in ar�as designated DAMP, WET or WET/CORR�SIVE on the Drawings. Pra�ide surface mounted devices in tiiese areas. Provide weatherproaf devices cavers in areas designated WET or WETICORROSIVE on t�e Drawings. Unless otherwise shown an the Drawings, wa11 switch�s and other wall mounted controls shall be installed at 54 inches AFF'. Convenience r�eceptacles shall be 36 inches above the flaar unless otherwise shown. F. Convenience receptacles instaIled oUtd�aors and in raoms where equipment may be hosed down skall be 36 inche� abave floar or grade. Switches shall be ganged tagether under ane cover plate. , CDM Sinith Eagle Mountain and Westside WTP BTD CONSTRj1CTFON SPECTFICATION DQCUMENTS City Proj ect No.143335 ]anuary 2022 26 27 26 LIGHT SWITCHES AND RECBPTACLES Page 9 of J.(} G. The locat�on of all c�evices is shown, ita general, on the Drawings and may be �aried within reasanable limits so as to avoid any piping or other obst�-uction without exfra cost, suUject to the approval af the Owner, Cooardinate the installatifln of the devices foi• piping and equipment clea.rance. H. 3.2 A, Convenience receptacles and light switches shall be connected using s#�anded pig tails atad spring forlc insulated lugs. �`eed-througi� wiring of receptacles is prohibited. FIELD QUALITY CONTRDL Test �+iring d�viees to ensure electricai eantinuity of grounding. Energize the circuit to demanst�•ate coiz�.pliance vvith the requu•ements. END OF �ECTION 26 27 26 CDM Si�nith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCUMENTS City Pro�ect Na.103335 danuary 2022 26 27 26 LIGHT SWITCHES AND RECEPTACL�S Page 10 of 10 This page intentionally left blank CD1VI SmiYh EagIe Mauntain and Westside'�VTP BID CONSTRUCTION SPECIFICATION DOGLJMENTS City Praject Np.103335 3anuary 2022 26 28 lb LOW VOLTAGE ENCLaSBD CIRCUIT gitEATCERS AND DISCONNECT SWITCHES Page 1 of 10 SECTION �8 16 - LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONNECT SWITCHE� 1 PART 1 - GENE1tAL 1.1 SCOPE O�' WORI� A. The Conuactor shall fiu�ish and install low �oltage enclosed circuit breakers and disconnect switches, tagether with a.ppurtenances, complete and opez�able, as spacified herein and as shown on the Conhact Drawings, B. AlI equipment specified in this Section of tlie Specifications sha11 be the product of one manufacturer and shall be factoiy cons�rucied and assembled by that ma�aufacturer. 1.2 RELATED WORK A. No references are made to any other section which in�y contain work zelafed to any oth�r s�etina. The Gont�-act Documents shal.l be talcen as a whole wii:h every section related to e�vezy other section as required to meet the requirements speci�ed, The arganizatian at'the Contract Documents into specification di�isions and sectio�s is for organization of the doeunnentis therza�seIves and daes nn.t relate ta tl�e division of suppliers ar labc�r which the Cont�-actor rnay choose to employ in the execution of the Contract. Where references are made to other Sectians and other Divisions of the Specificatians, th� Contxactor shall provide such infoi�ation or additional wark as may be rec�uired in those references and include such inforrnation or work as may be specified. B. Other Divisions The ContractQr shall be respansible for exainining all Sec�ions of the Specifications and Drawings and sl�all determine the povc+er and wiring requirements and shall provzde externaI �wiring and raceways, as requiced to provide a fully funetioning power, control and process coz�trol systems. If the equipment requices more eonductors and/ar wiring, due to different equipmer►t being supplied, the Contracior shall furn.ish tY�e additional conduetors, raceways azid/or wiring, with no change in the Contract Pz•ice, and with no iticrease in Contract Time. 1.3 SUBMITTALS A. Submittals s�all be made in accordance with the requirements oiDivision 1, Section 26 00 QO and as specified herein. B. Submittals far equipment and materials, �furnished under this Sectian af the Speci�cations, will not bc accepted prior to approval of the Fower System St�dy speci�ied under Section 2b 05 73. Submittals made priar to such approval will be returned unreviewed. CDM Smitk� Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATTON DOCUMENTS City Prpject Na.103335 January 2022 zszs i6 LOW VOL7'AGE ENCT.OSED CIRCL7IT HREAKERS AND DI�CONNECT SWITCHES Page 2 of 10 C. Subrr�ttals shall also contain informatzan an related equipment to be fiu�nished under this Specification but des.cribed in the related Sections listed in the Related Work paragt-aph above. Ineo�nplete submittals nai contaibing tl�e required infoz-mation on the related equipment will alsa be rehu-ned witho�at review. All cut sheets shall be clearly marked to indicate which products are being subz�nitted for use on this project. Unmarked cut sheets will be a cause to reject tlae submitkal and retum it for revision without review. D. The oiiginal equipment m�anufacturer sha�l c�-eate all equipment shop drawings, including all wiring diag�•ams, in the manufacttu•er's Engineering department. All equipment shap drawings shall bear the original equipment rnanufacture�s logo, drawing file n►zmbers, and sl�al� be rnaintained on iile in the or�gina� equipment rnanufacturer's archive file system. Photocopies of the Engineex's ladder schematics are unacceptable as sho�a drawings. E. Submit to the Owner/Engin.eer, shop drawings and product data, for the following: 1. Praduct data sheets and catalog nutnbers for avercurrent peotective trip devices on circuit breaket•s and switches, relayit�g, meters,. pilot lights, etc. �The marzufacturer's name shall be clearly visible an each cut sheet submitted. List alI aptions, trip adjustm�nts and accessories furnished specifically fo�• this project. 2, Provide control systems e�gineering to produce custam unit elennenta.ty drawings showing internal wiring and interlocking between camponents and to remntely rrzounted devices. Include and identify alI connecting equipment and remote de�rices on the schematics. The notation "Remote Device" will nnt be acceptable. S�ow wire and terminal numbers. Indicate special identifications for electrical devices per the Drawings. 3. Pravide plan and el�vation drawings o� eaeh controller or enclosure, with dimensions, ex�erior and interior views, shawing component Iayouts, controls, terminal blocks, etc. 4. Schema�c diagram 5. Nameplate schedule 6. UL Listing o.F tb.e campleted assembly. 7. Compon:ent list with detailed component inforznatian, including original manufacturer's part number. 8. Conduit entry/exit locatians 9. Assez�ably ratings including: a. Short-circuit rating b. Valtage c. Continuaus current I0. Major camponent ratings including: a. Voltage b. CantinuoUs current c. Interrupting ratings 11. Nuinber an� size ai cahles per phase, neuiral if present, g,7•ound and all cable terminal si�as. 12. Busway connection and amperage rating. 13, Inst-ruction and r�newal parts booics. CDM S�nith Eag�e Mauntain and Westside W'FP BID CONSTRUCTION SPECIFICATION DOCLIMENTS Ciry Praject Nn.103335 Januaiy 2022 26 28 16 LOW VOLTAG� ENCLOSED CIRCUIT BREAKERS AND DI�CONNECT SWITCHES Page 3 of 10 F � H. Factoiy Tests. Submittals shall be made for factazy tests specified herein. Field Test Reports. SuUmitta.ls shall be made for field tests speciiied nerein. Operation and Mainte�aance Manuals. l. Operation and maintenance manuals shall include the follo�g info�znation: a. Manufacturer's contact address �nd telephone number for parts and ser�ice. U. Inst�uctian bool�s and/ar leaflets c. Recommended renewal pax-ts list d. Reco�d Docnments for the information requi�ed by the Submittals pat-agraph above. I. The manufacturer shall subtnit fnr approval, a training agenda for all training speciiied herein. Training agenda shall not be submitted until final apprnval of the Dperation and Maintenance Manual. 1.4 REFERENCE CODES AND STANDARDS A. AIl products and co�nponents shown on the Dt•awings and listed in this specificatian sh�ll be designed and manufactured according io latest re�ision Qf the follovt�ing standa.r-ds (unless athe�is.e noted}: 1. NEMA Standard AB 1— Molded Case Circuit Brealcers, Ma�ded Case S�witches and Circuif Brealcer Enclosures 2. NFPA 70 — NationaI Electrical Code (NEC) 3. NFPA 70E -- Standard for Electrical Sa#'ety in the Workplace 4. I�EE 242 — Pratection and Caordination of Industrial and Catn�mercial 1'ower Systems 5. IEEE 399 — Po�ver Systems Arza�yszs 6. UL 489 — Molded Case Circuit Brea�eers and Circuit Brealter Enc�osures 7. UL 106b — Low Valtage AC and DC Power Circuit Breakers Used zn Enclosures. : l.S All equipment compozzents and campleted assemblies specified irz this Section of tlie Specifications shall bear the appropriate Iabel af Underwriters Laboratories, QUALITY AS � URANCE A. The manufacturer of this equzpntzent shall have produced similar equzpzanent for a rninimum period of ten qears. When requested by the Engine�r, an aeceptable list of installations with sirnilar equzpment sIaalI be provided deinonstrating compliance with this requirement. B. The manufacturer ai the assembly shall be the manufacturer oi the major components within the as�embly. AIl assembl'zes shaIl be oi the same manufacturer. Equiptnent that is ananu�actured by a third party and "brand labeled" shall not be acceptable. CDM S�nith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATiON DOCUMENTS City PrajectNa.1.Q3335 Januaty 2022 26 28 16 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DI�CONNECT SWITCHES Page 4 of 10 C. Ali cozx�.ponents and rnaterial shall he new arzd of the latest field proven design and in cun-ent pz�aduction, Obsolete components ar co�nponents seheduled for immediate discontinuation s4�a11 not be used. Q E. � For the equipment specified herein., tlae manufacturer shaIl be ISO 9001 2000 certifiect. Equipment subznitted shaIl fit within the spaee showp an the Drawings. Equiprnent which does not ft wiihin the space is not acceptable. 30BSITE DELIVERY, STORAGE AND HANDLING A, Prior to jobsite delivezy, the Conit-actor shall have successfiilly completed all submittal requirements, and present to the OwnerlEngineer upon deliveiy of the equipment, an appro�ed copy of all such submittals. Deli��xy of incampiete consiructed equipment, or equiptnent which failed any factory tests, will not be permitted. S. Equipzuent skall be handl�d a.nd stored in accordance with manufacttuer's instruc#ions. Twa copies of these instructaons shall be included wiih the equipment at tzme of shipme�t and sha11 be made available ta the Contractor and Owner. The instructions shall iriclude detailed assembly iza�ctructions inciuding but not Sin�ited ta wiring interconn�ction diagraitns, rigging for Iifi�ing, skidding, jacicing and moving using rolling equipment to place the equip�nent, bolt torquei.�g requirernents �ox bus and a11 other cornponents which require the installation of bolted connections, and instructions for storing the equipment prior to energizing. C. � Equip3nent sha11 he stored indaors and protected fror�a moi�ture, dust and nther con.taminants. Equipmeni shall not be itastalled until the location is finished az�d protected from the elements. 1.7 WARRANTY A. The Manufacturer shall warrant th� equiprnent tio be frea from defects in material and workinanship for ane year frotn datc of final acceptance of the equipznent. �Vithin such period af warranty, the Manufactu�rer shall promptly fiu�ish all material and labor necessary to return the equipment to anew operating condition. Any warranty work requiring shipping or transporting of the equipment or co�panents shaIl be pei-�artned hy tbe Cantractor at na expense to ti�e Owner. PART 2 - PR�DUCTS 2.1 A, MANUFACTURERS �ubject to coinpliance with the Cont�act Docucn�nts, the fallowing Manufacturers are acceptable: 1. Eaton 2. General Eleeiric Ca. CDM SmiEh Eagle Mountain and Westside WTP BID CONSTRUCTION SPECTFICATION DOCUMENTS City Praject No.103335 7anuary 2022 2b 28 I G LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCONN�CT SWITCHES Fage 5 of 10 Squat-e D B, The Iisting of specific manufacture�•s above dc�es no� imply acceptance of theu• products that do not meet the speci�ed ratings, features and fiznctions. Man�'acturers Iisted above are not relieved from meeting these specifica�ions in their entirety. C. All equipment furnished under this Sectian shall be of the same rnanuiacturer. 2,2 RATINGS A. The service voltage shall be as shawn on �e Drawings. Tke overall shoi�t circ�it wzthstand, and interrupting rating of tlie equiprnent and devic�s shall be equal to or greatei• than the overall shart circuit vvithsta.nd and interrupting rating of the feeder device immediateIy upstream oF �he circ�aai breaker or switch. Systems employing series conasected ratings fo�• main and feeder devices shall nat be used. �. c. D. 2.3 A. Circuit breaIcers, safety switches and associated devices shall be designed for continuous operation at rated current in a 40°C acnbient temperature. Fui�is}� heavy duty Mill rated de�ices. Fnr additional ratirtgs and constructian notes, refer to the Drawings. CONSTRUCTION General 1, Refex to Drawings for: actual layout and location af �quipment and components; current ratings of deviees, eoznpor�ents; protective relays, �oltage ratings of devices., companents and assernblie.s; a.nd other requi�ed details. 2, Furnish lugs for it�cozning wiring, sizes as shown on the Drawings. AII�w adequate clearance for bending and tarrpaainating of cable size aud type specified, Lugs �ar #12 AWG up to #6 AWG shall be ring terminals. Conductars #4 AWG and larger shatl be two-liole long barrel lugs with NEMA spacing. All lugs shall be thc closed end constructian to ��clude moisture migration into the cable conductar. See also S.ection 26 05 19Wires and Cables (1000 Volt Ma�mum) for additional �•equirements. 3. Built in control sta.tions and iudicating 2ights shall be iurnished where shown or� Che Diawings, 4. F'urnish nameplates for each de�ice as indicated in Drawintgs. Nameplates shaIl be engraved, laminated impact acrylic, matte £'inish, nnt less than 1/16-inch thzck by 3f4-inch by 2-112-inch, Rowmark 322402. Nameplates s1�a11 be 316 SS screw rnaunted to all enclosures except for NEMA 4 and 4X. Nameplates for NEMA 4 and 4X enclosures shall be attached with do�ble faced adhesive strips, TESA TUFF TAPE 4970, .009 X 1/2 inch, ar equal. Frior to installing tlae nam�plates, the metal stiu•face shall be thoroughly cleaned wztla 70% aIcohol until all residue has been removed. Epoxy adhesi�e or foaim tape is not acceptable. CDM Sinith Eagle Mountain and Westside WTP BTD CONSTRUC'I'ION SPECIFICATTON DOCIIMENTS City Praject No.103335 January 2022 262816 LOW VOLTAGE ENCLOSED CIRCUIT BREAi{ERS AND DISCONNECT SWITCHES Page 6 of 10 B. Enclosures 1, Genei•al a. b, c. d. e. f. �• C. Pravide 316 SS hardware for ail enclosures. All enciosure doors sha�I �a�e bonding studs. The enclosure interior shaIl have a banding siud. Enclosures shall not ha�e holes or la3Ucl�outs for conduit entry. All paneIs installed outdoars slia�l have a factory applied, suitable primer and itnal coat of weatherproof white paint. All enc�osiu-es shall be provisioned with hardware for a padlock. All enclo�ures shall have integral welded mounting lugs. See Section 2G 65 33 Racevcraqs, BQxes azad Fittings far additional require�ents. 2. NEMA 4X Stainless Steel were not otherwise Defined a.. Where an enclosure is nnt othei�ri�e defined or sho�;vn an the Drawing 1} NEMA 4X Stainless 5tee1 2) Type 316 stainless steel, body and daor 3) �tainless steel hinge 4) Foam. zn-place gasket 5) Single point qua�-ter turn latclaes 3. NEMA 1 or NEMA I� boxes shall not be used. 4. Malleabie i�on baxes shaIl not be used. 5. Provide a flange mourited, or tht�ough the doar, discor�nect operatin.g baudle with mechanical interlock having a bypass that will allow the enclosure door to open only w�en the circuit breal{er or switch is in the Ok'F position. The circuit breaker or switeh shaIl have the capability of being bypassed after the door has been apened. Internal Wiring l, . Wiring: Stranded iinned copper, minimum size No. 12 AVVG, with 600 Volt, 90°C, flame retardant, Type SIS thermosetting 60Q-volt insulation, NEMA Class II, Type B wiring. Line side pow er wiring shall be sized for the full rating or frame size of the eonnected device. 2. All wiring sha11 be tagged and coded w�th an identi£'ication number as siiown nn Y.he Drawings. Coding shall be typed on a heat s�rinkable tuhe applied to each end showing origination and destination of each wire. The marking shall be perz�aanent, non-smearing, solvent-resistant rype similax to Raychem TMS-SCE, or equal. Wire tags sha11 be machine printed. Wire tags relying an adhesives af any type are unacceptable. 3. All wiring shall be neatly bundled with tie wraps and supported ta wire way sup�arEs. Control wiring shall be bundled separately from powe�• wiring. In addition, low signal vviring (millivolt and milliamp) shall be bundle separately fram the rest of the contrQl wiring. GDM Srnith Eagle Mouniain and Westside WTP SID CONSTRUCTION SFECIFICAT`ION DOCUIWIENT� City Project No.103335 Januaty 2022 26 28 16 LOW VOLTAGE ENCLOSED CIRCUIT BREAKERS AND DISCDNNECT SWIT�HES Page 7 of 10 � 2.4 /:� Fzeld Installed Internal Wu-ing 2. Fi�ld insialled interior wi.z-ing shall be neatly grauped by circuit and bottnd by plastic tie vvraps. Ci�cuit grnups shall be suppai�ted so that circuit terminations ai•e not stressed. In addition, low sigx�al wirin� (millivolt and milliamp) slaaIl be bundle separately fi•am the �est of tlie control wiring. Wiring shail not be supported using adhesive supports, Adhesive wire supports are unacceptable, and if instalIed shall b� removed and replaced vcrith a nan-adhesive suppoz-t with no increase in Coniract Price oz Time. All field wzz•ing shall be tagged and coded with an identi�icatiox� number. Coding s��alI be typed on a heat shrinIcable tube appli�d io each end of the w�ire. The marking shall be a pe�anent, non-smearing, solvent-resista.t�t type sunilar to Raychem TMS-SCE, or equal. Wire tags shal.l be m�achine printed. Wire tags relying on ac�ktesives a� any type are unacceptable. In general, all canduit entering or �eaving equipment shall be siubbed up into the bottonn af the enclosure directly belt�w the area in which the canductars are to h� teiminated, or from the tap if shown an the Di•awings and not located in a wet, damp ax any process area. Conduits shaIl not enter the sid� unless approved in writing by the Owner/Er�gineer. CIRCUIT BREAI�ERS Insulated Case Ci�•cuit Breakers (ICCBs) 2. 4 Unless a�erwise shown on the Drawings, ciz•cuit b,�-eakers, largei than a 12Q0 aznpere rating, shall he insulated case {ICCB), thr-ee-ole, b00-volt, fixed type, with stored energy closizag mechanism. Brealcers shall be manually operated unless indicated as electrically opei°ated [EQ} an the Drawings, A11 insuiated case circuit brealcers sha11 have a tninitnum symmetrical interi�pting ca�acity of 65,OOOamperes, with individual interrupting capacity as shown on the Drawings. Insulat�d case circuit b�•eakers without an instantaneous trip elemeni adjustment sha11 be equipped with a fixed internal instantaneous ave�-ide set at the upper Iimit. AIl insulated case circuit breakers shall be consh�ucted and tested in accorclance with UL 489. Th� circuit breakers sha11 earty a UL label. All ia�ulated case eircuit brealcers shall haUe an adjustable long time pickup, aza�d delay; adjustable short time picl�up and delay; short time i2t swztch; high range instantaneous (fixed at the breaker's sh�rt-iime withsta�ad ratin�), adjusfiable graund fault pickup and delay; graund fault delay and pickup trips far selective fripping, and overload, short circuit, and gro.und fault ind�cator lights. CDM Stnith Ea.gle Mountain and Westside WTP BID CONSTRUGTION SPECIFTCAi'ION DOCUMENTS Git}J Project No.103335 January 2022 26 28 16 LOW VOLTAGE ENCL08ED C11tC;llIT BREt1KL-�RS AND DISCONNECT SWITCH�S Page 8 of 10 : 2.S A. 2.6 A. B. 2.7 A. B. 2.8 Moided Case Gircuit Breakers {MCCB's} � 3. Unless otherwise showzi an the Drawings, circuit brealcers 225 ampere frame rating and larger, shall be malded case (1VICCB), tluee-Pole, 600-volt, fixed rype, witt� sto�•ed energy closing m�clianism. Breakers shall be manually operated u�iless indicated as elect�•ically operated (EO) an t�e Drawings. Trip device shail be solid state with adjustable long time pickup, and delay; adjnstable shor�t time piekup and delay; short tiine i2t sw'rtch; adjustable instantaneous pickup, adjustable gcaund fault picicup and delay, and ground fault delay and picicup trips for selective tripping. Unless otherwise shown on th� Drawings, circurt breakers less than 225 ampere frame rating shall be �olded case, t�ree-Pale, 600-volt, fi�ed type, man.ually aperated with stored ener�y clasing mechanism. Circuit breakers sha11 have inverse time and instarztaneaus taipping characteristics. Where show�n on the Drawings or specified in the Contract Documents, breakers shall be rated for l OQ%. con�inuaus duty, and shall carry a UL 489 listing. DISCONNECT SWITCHES Dzscor�nect svwitches shall be hEavy duty, quick mal�e, quick break, visible blades, b00-v�ol�, three-pole with full cover interlock, interloek defeat and flange mounted operating handle. RUSED DTSCONNECT SWITCHES Fused disconriect switches shall be hea�y duty, quick znake, quick break, visible blacies, 600 �olt, three-pole with fu11 cover interlock, interlocic defeat and flange maunted operating handle. Fuses shall be rejection type, 600 volts, 200,000 A.I.C., dual element, tirne delay, Busst�.an Fuset�on, Class RK 5 or equal. SPARE PARTS Provide the tollowing spare parts: Tlaree — Fuses af each iype used. Spare parts shall he boxed or pacicaged for long term storage and c1e�rly identified on the exterior of package. Ideniify each item with manufacturers name, des.cription and paxt number FACTORY TESTING A. The circuit breakers and discozznects shall 6e completely assanrzbled, wired, and adjusted at the factary and shall he given the manuiacturer's routine shap tests and any ather additional operation.al test to insure the worlcability and reliable operation of the equiprnent. CDM Smith Eagle Mountain and Westside WTl' BID CONSTRUCTION SPECIFTCA'T'ION DOCUM�NTS City Proj�ct No.143335 January 2Q22 26 28 lb LOW VOLTAGE ENCLQSED CTRCUIT BREAKERS AND DT�CONNECT SWiTCHES Page 9 of 10 B. Factmy test �quipment and test metiiods shall confarm with the laiest applicable requirements of ANSI, IEEE, LTL, an.d NEMA standards, and shall be subject tQ tlae Owner/Engineer's appraval. PART 3 - EXECUTION 3.1 INSTALLER'S QUALLFICATIONS A. Installer shall be specialized in installing low voltage circuit breakers and disconnect switches with minimum five years documented experience. Experience documentation shall be submitted for appraval priot• to beginning work on this proj�ct. 3.2 EXAMINATION A. Examine installation a�rea to asslzz-e there is enough clearance to install the ec�uipinent. B. Verify that tt�e equipment is ready to ins�ll, C. Verify �'ield measurernents are as ins�ucted by manufacturer. 3 ,3 INSTALLATION A. The Contractor shail install all equipnlent per the manufacturer's recommendations and Contract Drawings. B. Install required safety labels. C. Conduit enlry into the t�p af any NEMA 414X rated enclosure in any autdoot•, damp, wet or process area is strictly prohibited. Any enclosure entered from the top will be removed, the conduit and canductars re-ro�tted, or conductors replaced if too short. No incrcase in Contract Price or Contract Time will be allowed. 3.4 FIELD QUALITY CONTROL A. Inspeet ins�alled equipment for anchoring, ali�nment, grounding and p�ysical damage. B. Gheck iightness af aIl accessible electrical connectians, Minimuzz� acceptahle values are speciiied in manufacturer's in�tructions. 3.5 FIELD ADNSTING A. Adjust all circuit breakers, switches, access daors, operating handles for free znechanical and electrical operation as described in mar�ufactuz•er's instructions. CDM Smith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFFCATTON DOCi7MENT� Ciry ProjecE Na.103335 7anuary 2p22 26 28 l6 LOW VOLTAGE ENCLOS�D CIRCUIT BREAKERS AND DISCDNNECT SWITCHES Page 10 of 10 B. The Powez Monitoring and 1'ratective De�vices shalI be set in the field by a quali�'ied z•epresentative of the manufaehuer, retained by the Coni�actor, in accord�nce witl� settings designated in a caordinated study of the system as required in Section 25 D5 73 Pavver System Study. AlI such settings, including �he application of arc flash Ia�els, shall ha�e bean made and Appro�+ed by the OwnerlEngineer, priar to energi2ing of the equipment. 3.b FIELD TESTING A. Perform all electt-ica.I iield fests recommended by the manufact�u'er. Disconnect all connections to solid-state equipment prio�• t� testing. B. Megger and record phase to phase and phase ta ground insulation resistance. Megger, far one minute, at minimum voltage of 1000 volts DC. Measured Insulation resistance sk�a1� be at least 1p0 megohms. In na case shall the znanufacturer's maximi.un test voltages be exceeded. � � Test ihe ground fault protection system using a hig� current in3ectian m�thnd. Test the rating plug for corx•ect ��atin�. 3.7 CLEANING A. R�move all rubbish and debris from inside and a�-ound the equipment. Remove dzrt, dust, or concxete spatter from the interior aaad extei•ior of the equipment using brushes, vacuum cleaner, or clean, lint free rags. Do not use compcessed ai_r. 3.8 n EQUIl'MENT PROTECTION AND RESTORATIDN Touch-up atzd restare damaged sur�aces to factoiy finish, as approved bp the ma.t�.ufacturer. If the damaged suriace cannot be returned to factory speci�ication, tb.e surface shalj be replaced. END OF SECTION 26 28 16 CDM Smith EagIe Mountain and Westside W7"P BID CONST'RUCTTQN SPECIFICATION DOCUIvIEN'I'S City ProjectNo.1Q3335 7anuary 2022 26 29 87 ELE.CTRICAL C�NTRACTOR PROVTDED CONTROL PANELS (ECPs) Page 1 of 22 SEC7'ION 26 29 $7 - ELECTRiCAL CONTRACTOR PROVIDED CONTROL PANELS {ECPs) 1'ART 1 - GENEI2AL I ,1 SCOPE OF WORK A. Furnish and install functional cantrol panels to �anually or automatieally operate cant�ol systerns as specified in t11e detazIed requirements of this �eciion, and Iogic and scheznatics as sl�awn on tlae Electrical Drawings. B. Sub�iitals for Elect�•ical Control Paz�els, nat ciearly sp�ciFied as Control Panels by t}ae EIect�•ical Contractar, skzall be submitted under the Section of the Speci�eations speciiied in the Process Equipment Division or M�chanical Equipment Di�ision, and shall not be subzx�itted under this Section. Cantrol Panels for those Divisions shall n�eet tkte requirements of Sectian 26 29 $b Mechanical Equipment Manufacturer's Con�i�ol Panels and shall be subrni#ted as a part of th� Mechanical Equipm.ent manufacturer's suhxnittaIs ar Prncess Equipinent Division Submitlals. Contral panels specified wiilvn the Insixut.nentation Sectians a�Division 40shaI1 be submitted as a part of the rnstrumentation submitYals. 1.2, RELATED WORK A. No references are made to any othex• seciian which may contain work related ta any ather section. The Cnntract Documents sha11 be taken as � whole with every seci;ion related to eveiy ather section as required to meet the requirements specified, Tl�e organrzation of the Contract Documents into specification divisians and sections is for organization of the documents themselves azid does not relate to the division of snppliers ar labor which the Contractor may chaose to employ in the execution of tiae Contraet. Wher� references are made to other Sectinns and ather Divisions nf the Specifications, the Cantractor shall prnvide such in�ormation or additional warlc as rnay be rec�uired �� those re%rences and include such inform.ation or wark as may be specifi�d. B. Other Divisians The Contractor s}�all be respnnsible �or examining all Sections o� t��e Specifica�idas and Drawings and sha11 determine the povcrer and wiring requirements and shal� provide extern.al wi.ring and raceways, as rec�ulred to provide a fully functianing paw�r, control and process control systenrzs. �f the equipment requires more conductors and/or wiring, due to different equipment being supplied, the Contractor shaIl furnish the additional canductors, raceways andlor wiring, with no change in the Contract Price, and vcrith no increas� in Contract Time. I.3 SLJSMITTALS A. Submittals sha.Il ba made in accordance with the requi�•ements of Division 1, Section 26 40 00 and as spaci�"ied herein. CDM Sinith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATYON DOCi.JMENTS City Project I*Ta..103335 January 2022 2b 29 87 ELECTRICAL CONTRACTOR T'ROVID�D CONTROL PANELS {ECPs) Page 2 of 22 B. Provide systems engineei7ng ta produce coordinatian cux-ves, sho�ing eoardination beiween brealcers atad/or fuses submitted, such that prot�ci�ve device coardination is accomplished. Such cutves and settings shall be included as a pai�t af these suUmit�als. C. Submittals s1�aI1 alsa cantain inforinat�on on related equipment tv be furnished under this SpeciiicaCion but described in the �•elated Sectians listed in the Related Work paragraph above. Tncomplete submittals nat containing tlie required iniartnation on the related equipment will also be retuz-ned unreviewed. D, The oitginal equipment manufacturer shall create all equipment shop d�awings, including all wiring diagra�as, in the manufacturer's Engineet-in�; department. All equipment shop dravvings sh�all bear tbe original equipment manufacturers logo, drawing file numbers, and sha11 be maintain�d on file in tl�e o�gina� equipment manufactiuer's archive fale system. Photocopies ai the Engineer's ]adder schematics are unacceptable as shop drawi�gs. E. Submit to the Owner/Engineer, shop drawings and product data, far the following: L 4. �� 8. 9. 10 11 12. Product data s�heets and catalog numbers for overcurrent protective devices, moior starters, cont�ol relays, cnntrol stations, zx�.eters, pilot lights, etc. The manufacturer'� name shall be elearly visible on eaeh cut sheet submitted. List all options, trip adjustments and accessories fuxnished specifically far this project. Clearly mark each sheet to indicate whicIa itezns apply andlor ihose itezn.s that da not apply. Prnvide control �ystems engirteering to produce custotn u�ait elementary drawings showing inter-wiring and interldcking betvveen cpznponents and to remately inounted devices, Inclnde and identify all connecting equipment and remote devices on the schematics. The nntation "Remate Device" will not be acceptable. Show wire and terminal numbers. Indicate special identifieatians for electrical devices per the Drawings. Equipment outline drawings showing elevation, plan and interior views, fron� p�nel arrangezaaent, dimensions, weight, shipping splits, canduit ent�ances and anchor bolt pattern. Indical;e all options, special features, ratings and deviaiions from this Section. Schematic diagram, izzcIuding manufacturer's selectinns nf companent ratings, and CT and PT ratios. Power and control schematics including external connections. Show wire aiad terminal nurnbers, and color-cading, Instructron az�d replacement parts books. As-built final drawings. Documentat�an that the panel assembly facility is a UL-508 certified panel shop. Facsimile o.f tlae [TL label that is to be appli�d to the coxnpleted panel. Furnish complete Bill of Materials indicating manufachxrer's name and part nurnbers. Manufaeturer's cut sheets far every component used in the panel assembly adequateIy marked t� show the items being included. The manufacturer's name shalI be clearly visible on each cut sheet submitted. Assembly ratings including; a. Short-circuit rating b. Voltage e. Continuous current CDM Smith Eagle Mountain and Westside WTP BID CONSTAUCTION SPECIFICATION DOCUMENTS City Project No.103335 January 2b22 26 29 87 ELEC'I'RICAL CONTRACTOR PROVIDED C�N'I'ROL PANELS (ECPs) Page 3 of 22 F. G. H. Operatian and maintenance �anuals shall include the following information: a, Manufactcu•er's contact addt-ess and telephone nwnber foz• paz�s and servic�. h. Insiruciion books and/ax leaflets c. Recornmended renewal pa��ts list d. Record Documents for the infarmation required by the �ubmittals paragraph above. I. The manuiacturer shall submit for approval, a tcaining agenda %r all training specified herein. Training agenda shalI not be submittcc� until �inal approval of the Operation and Maintenance Ma:nual. 1.4 REFERENCE CODES AND �TANDARDS A. All products and components shown on tk�e Drawings and listed in this specificatian shal] be designad and manufactured according to latest revision of Yhe fallawing standards (unless otheitivise noted}: 1. NEMA Standard I�S 2— 2000 Industrial Control azad Systems 2. NFPA 70 — National Electxical Code {NEC} 3. NFPA 70E — Standard for Eleetrical Safety in fJae Wor�€place 4, NFPA 79 — Electrical Staudard for Industrial Machineiy 5, UL 508/508A — Industrial Cantral Enclosures B.. All equipment speci�ed in tlais Section of ihe 5peciiicatians shall bear t�e appropriate �abei of Underwriters Laborataries. I.5 Q[TALITY ASSURANCE A. The manufacturer of this equipment shall have produced similar equipment for a zninimum period of five years. When requested by tY�e OwnerlEngineer, an aeceptable list of installations with similar equipment shall be provided demonstrating compliance with this requirement. 13 14 15 Major component ratings including: a. Voltage b. Continuous c�rrent c. Inteirupting zati.ngs Cable te�-minal sizes. Instruction and ranewal parts baol.�s. Factory Tests. Submittals sha116e made for iactoiy tests specified herein. Field Tesi Reports. Submittals shall be made for field tests specified herein, Operatian and Maintenance Martuals. CDM Smi�h Eagle Mauntain and Westside WTF BID CONSTRUCTIQN ,SPECIFICATIQN DOCiTMENTS City Project No.103335 7anuary 2022 26 29 87 ELECTR[CAL CONTRACTOR PROVIDED CONTROL PANELS (ECFs) 1'age 4 of 22 B. The control paz�els shall be assembled in a UL-508 ce�tified facility, A submittal of docum.entation ceFtifying that the panel fabrication facility is a UL-SOS certified facility, is required. A LTL Iabel s�a� be af�ed to the inside of the external door by the panel fabrication asse�nbly. Subrnit a facsirr�ile af the UL label in the submittal inforn�aiion. C. AlI components and material shall be new and of the latest fiel� proven design and in current production. (Jbsolete components ar components scheduled far immedzate discontinuation shall not be used. � E. Cont�ol Panels sub�itted shall fit within the space s1�a�vn on the Drawings. EquipmenC which daes not fit within the space is not acce�table. For the equipment specified herein, the manufacturex shall be 1S0 9001 2000 cetrtified. F. Equzpnnent components and devzee� s�all be UL LaY�eled wherever iTL standards exist for such equipment. The completed cantrol panel shall be iTL Labaled in accarcl�nce witl� UL 508 and 50$A and other applicable UL standards. The panel shall also be LTL labeled for the en�vu•otaz�.ent in which it is ta be plac�d. A iJL label shall be af�ed to the inside of the �xternal doar by the panel fabrication assembly. 5ubmit a afacsimile of the UL label in tb�e submittal in�'ormation. 1.6 JOBSITE DELIVERY, STORAGE AND HANDLING A. Prior to jobsite delivery, the Contractor shall have succe�sfully completed ail subznittal requirements, and present to the Owner/Engineer upon deliveiy of the equipznent, an approved capy af a11 such submittals. Deli�ery of incomplete constructed equzpmeni, onsite �'actory work, oz failed factory iests will not be permitted. B. Equipment shall be bandled and stored in accordance with manufact�rer's instructions. Tvvo copies of these instructions shall be included with the equipment at time of shipmez�t and shall be made available to the Contractor and Owner/Engineer. C. Shipping groups shall be designed to be shipped l�y truck, rail, ar •ship. I�door groups s�Zall he bolted to skid�. Brealcexs and accessori�s shall be pac�aged and shipped separately. D. Equipment sk�all be installed in it� parmanent iinished lacation shown an the Drawings wiihin se�en calendar days nf arriving onsite. If the �qtupinent cannot be installed nvi�in seven calendar days, the equipment shall nat be delivered to Ehe site, but stored o£fsite, at the Contractor's expense, un�il such tirne thai the site is ready far pertnanent installation of the equipnnent. E. Where space heaters are prnvided in equipment, provide temporary electrical power and operate s�ace heaters during storage, and after equipinent zs znstalled in permanent loeation, until equipment is placed in service. CDM Sinith Eagle N[ountain and Westside WTP BID COIVSTR�CJCTION SPECIFICATiON DOCUMENTS City ProjectNa.103335 7anua�y 2022 2b 29 87 ELECTRICAL CON'I'RACTOR PRDVIDED CONTROL PANELS (ECPs) Page 5 pf 22 1.7 WARRANTY A. The Maz�ufactiue�- shall warrant the equipment to be fi-ee from defects in material and warlananship for one year frnm date of final acceptance o�the equiprnent. VVithin suc� periad of warranty, the Manufact�irex shall promptly fu��ish all material and labor necessary to return the equipment to nevc� operating candition. Any wai7•anty work zequiring shipping or transparting of the equipment shaIl be p��-�ormed by the Manufact�uer, at no expense ta the Owner. PART 2 - PRODUCTS 2.1 A. MATERIAT-, MAN[I�'ACTLTRERS 5ubject to campliance with the Conf�•act Docum�nts, the follawing material Manufacturers ax�e acceptable f�r itenas not specifically specified else vvare: 1. General Electric Co. 2. Eaton / Cutler-Hannmer 3. Square D Co. 4. AZlen Bradley B. The listing of speci�ic ffianufacturers above does not imply acceptance of their products thaf do not meet the specified ratin�s, features and functians. Maierials listed above ar�e not reliev�d fram zzieeti.ng ihese Specifications in t�.eir entirety. 2.2 RATiNGS A. T]ae sei�ice �oltage shall be as sp�eified and as shown on the Drawings. The overall short circuit withstand and in�crrupting rating of the equipm�nt arid devices shall be equal to or greater than the o�erall ,shaart circuit withstand and interrupting rating of the feeder device immediately upstream of the Control Pa�ael, but not less than 22,OpQ arnperes RMS symmetricaX at 480>'277 volts, this includes all circuit brea��ers and cambination motor starters. Systems of mato�� controll�rs employing series connected ratings for main and feeder devices shall nat be used. Mator starter units shall he tested and UL 508A Iabeled for the specz£'i�d short circuit dury in combination with i�.e motor branch circuit protective clevice. B. Th�i-e shall be selectave device coordination betweeu the Main Breaker, Feeder Breakers and control circuit protective devices. When using a circuit breaker ar fuses as a main protecti�e de�ice, the instantaneous trip levels af the main protectiv� device shall be higher than the available fauit current to the control panel. Tf fuses are utilized in the control panel design, the protective da�vices for three phase loads shal� contain single phase protectidn of such equipment. If a fault occurs in the circuit of one load of a design with a backup load, the feeder pratective devica shall not remove both loads from the control system. C. Use ground fault Senszng on grounded wye systems. CDM S�nith Eag�e Mountainand'USlestside WTP BID CONSTRUGTION SPECIFICATTON DOCUMENTS. City Project No.103335 Januaiy 2622 26 2� 87 EL�CTRICAL CONTRACTOR PROVIDED CONTROI. PANLLS (ECPs) Page 6 of 22 D. E. F. G. The complete contra� panel assemb�y shall be UL c�rtified or carry a UL listYng for "Industa-ial Cantrol Paz�els". The cantrol panel shall meet all applicahle requi�•ernents of t�►e National E3ectrical. Code. Motor eonhollers, including associated devices, shall be designed for cantinuous operation at rated cu�z-eni in a 40°C amhient temperature. For additional ratings and construction notes, refer to ihe Drawings. H. The Manufacturer s�all produce and install on each panel, an Arc Flash Wa��ning Label listing the various Flash Hazard i'rotectian Boundaries, cal.culaied frorn NFPA 70E, Annexes, as listed belaw: 1. Flash Hazard Protectinn Boundary. 2. Limited Approaeh Soundary. 3. Restricted Boundary. 4. Incident Energy Lev�l. 5. Required Personal Protective Equipment Class. f. Type of Fire Rated Clathing. I. Provide an Arc �lash Wazning Label, printed in color and affix�d t� the frant of each panel provided. 5hown belaw is a Lypical label. Size of each iabel shall be not le�s t�aan fi inches wide and 4 in�hes tall. � �� l�r� �lasl� ar�d �h��l� ��k Appra�riaie PPI� �equired F1ash Risk at Shirt & p�nt5 or eaverall, Nor+msiting (ASif�t F1506) or Urrtreated Fiber Shock Risk when cover Is removed Gl�ve Glass Umited Appraach Restricked ApProach Minimum Arc Ratinc� �L��atio�to CDM Smith Eagle Mountain arid Westside WTP BID CONST'RjTCTION SPECIFICATTON DOCLTMENT'S City Project No.1Q3335 .lanuary 2022 26 29 87 BL�CTRICAL CONTRACTQR PRQVIDED CONTROL PANELS (ECPs} Page 7 of 22 2.3 CONSTRUCTION A, General 2. 3. 4. 5. Refer to Drawings fnr: actual layoui and location o�' equipment ancE corn.ponents; c�u-rent ratings flf devices, bus bars, components; protective relays, valtage ratings of de�ices, components and assernblies; and o�lier required details. Control units s1�a1I be arranged as shown on the Drawings. Except far VFD equipznent, verhere the equipment contains a prdgraznma�le logic controlle�• {PLC) or a uninterruptible power supply (UPS), the equipment manufacturex shall furnish factory installed, a dedicaied Point af U�ilization Device (SPD), as specified in Section 26 43 13, Itzdividual Control Panel and Related Equip�aent Protectian (Type 3). Whet-e Kirk-Key ax7•angements are used, the Kirk keyed intez•locks shall be Kirk HD Series (Hea�try Duty) 316 Series, made of 316 stainless steel, or approved equal. Narneplates a. External I) Nameplates shaIl be engraued, laminated impact acrylic, matte finish, not less than 1/16-inch thick by 3/4-inch by 2-112-inch, Rowmark 3224a2. Nameplates shall be 316 SS screw mounted to all enclnsures except faz• NEMA 4 and 4X, Nameplates for NEMA 4 and 4X enclosLu�es shall �e attached with double faced adhesive strips, TESA TUF'F TAPE 4970, .Od9 X 1/2 inches, or equal. Prior ta installing the adhesive nameplates, the metal su.z�ac� shall be thorauglaly clearied with 70°/o alcohol until all residue has been remaved. Epoxy adhesive or foam tape is not accep�able. 2) There shall be a master nameplate that indicates supply voltage equipment ratings, shar-t circuit current rating, manufacturer's name, sha� order nutnber aud general infor�ation. Cubicle namepiates shall be mounted an the front face, an the rear panel and inside the assemhly, visible when the rear panel is removed. 3) Pro�ide permanent warxaing signs as fallaws: a} "Danger- Hi.gh Voltage- Keep Out" on all doors, b) "Warning- Hazard o�Elechic Shock - Disconnect Power Befo��e Opening nr Worlcing On This Unit" on main pot�ver disconnect or discorulects. L." Ir�ternal 1} Frovide the paneI with a UL S08A label. 2} Control coinponents rrtounted within the assembly, such as fuse bloeks, relays, push�uttons, switches, etc., shall be suitably marke�i for identificatian, coz�•esponding to appropt•iat� designatians on manufacturer's wiring diagrams. CDM Sinith Eagle Mountain and Westside WTP BID C:ONSTRLTC'CION SPECIFICATION DOCUMENTS City Project No.103335 January 2022 26 29 87 ELECTRICAL GONTRAC'I'OR PROVIDED CONTROL PANELS (�CPsj Page 8 of 22 fll Special 1) Identi£'ication nameplates shall be white with blacic letters, eaution namep�at�s sha11 be yellow wi� black lekters, and waming nameplates shall be red with white leiters. Cont�-ol Devices and Indicators a. � All operating eont�o.l devices, indicators, and inst�uments shaJ.l be securely mounted on �he panel door. All controls and indicators shall be 30-millimeter, corrosion resistant, NEMA 4X/13, anodized aluminum or r�infoi•ced plastic. Booted cont�ol devices are not acceptable, Au�iliary contacts shall be provided far renaate run indication a�nd indication of eaeh status and alarm condition. Additional contrals shall be provided as specified herein and as required hy the detailed m�chanical and electrical equipment requirements. Indicator lamps shall b� LED type. For a11 control applications, indicator lamps shall incorporate a push-to-test feature. Lens colors shall be as follows: lj Red for ON, Valve O�EN, and Breaker CLOSED. 2) Green iar OFF, Valve CLOSED and Breaker OPEN. 3) Amber for FAIL. 4) Blue for READY 5} White for POWER ON. c. Made selectar switches (HAND-OF�-AUTO, LOGAL-OFF-REMOTE, etc.) shall be as shown on the Drawings. Units shall have the number af positzons and contact arra��ements, as xequia'ed. Each switch sha11 have an axtra dry contact fQr remote monitaxing. d. Pushbuttons, sha11 be a� follows: 1) Red far STOP, Valve OPEN, Breaker CLOSE and mushroom Red �ar EMERGENCY STOP. 2) Green for START, Valve CL�SE and Breaker OPEN. 3) Black for RESET. e. Furnish nameplates fflr each device. All nameplates shall be latxainated plastic, black letterizag on a white background, attached with stait�less steeI screws. Device maunted nameplates are not accepta�le. Control and Instrument �'ower Transfoz�mers a. L:� Cantroi power transfoi�mers sha11 be provided where shown nn the Drawings. Transfornner shall be sized fnr the entu•e 1oad, including space heaters, plu5 25% spare capacity, and sha11 be not less than 100 VA. Control patirver transformers shall be 120 volt grounded se.condaty. Prima�y side of �li� transforiner shall be fused in both Iegs. Dne leg. of the hansfarme�• secondary shall be solidly grounded while the other leg shall be fused, CDM Sjnith �agle Mountain and Westside WTP BID C�NSTRU�TION SPECIFICATION DOCU11tiENTS City PrajectNo.103335 January 2022 26 29 8"7 ELECTRICAL CONTRACTOR PRQVIDED CONTROL PANELS (�CPs) Page 9 of 22 � A iailure ala.rm with horn and beacon liglat shall be provided when required ar specified. Silence and reset 6utton.s shall be furnished. Alat�n hai7n and Ueacon shall be by Federal Signal; C�•ause-Hinds, or equal, NF..MA 4X %r all areas except for NEMA 7 areas, which shall be NEMA 714X cast aluminum. Where specified or shown on tlae Dra�t7vings, a six-digit, non-res�ttable elapsed time meter shall be installed on the face of each moto�• staYter. Meter shall be as specified in Ssction 26 27 13. B. �nclosures General a. �. c. d. �. f. g� h. i. Each e�closiue shall incozporate a removable back panel, and side panels, on which contt•ol components shall be r�aounted. Back panel shall be secured to the enciosure with collar siuds for wall mounted enclosures, and 316 SS ha.rdware t'or free standing enclosures. All free-standing encic�s�.u-es shall be provided �vith feet of the same cansiruction as the enclosure. The enclosure door sha11 be interlociced with the main circuit brealcer by a panel nnounted cable driven operating inechanism. Back panel shall be tapped to accept aIl rnnunting screws. Self-tappin� sc�-ews sha11 not be used to znount any coinponents. All enclosure doors shall have bonding studs. The enclasuz�e int�rior shall �a�e a banding stud. Each enclosur� shall be pravided wiih a documentation pocic�t on �he inner door. Enclosures shall not ha�re holes or lcnac�outs. Prowid� manufacture�•'s window kits where shown an the Drawings. All panels insfalled outdoors shall �ave a factory applied, suitable primer and final coat o� weatherproof white pauit. .All encIasures shall6e padlock provisioned. 2. ALUMiNUM a. NEMA Q-X Aluminum 1) Type SU52 aluinimun, body and door 2) Stainless steel continuous hinge 3) k'oam in-place gasket 4} �ingle point quarter turn latches {20 inches X 24 inches and belaw}. All others ihree-point latch b. Manuiacturers 1) Hoffinan Camline 2) EMF Cornpany 3) NEMA Enclosures Comparry 4) Hammond Company 5) Approved Equal CDM Sznith Eagle Mountain and Westside WTP BID CONSTRUCTTON SFECIFTCATION DOCUMENTS City ProjectNo.I03335 Janua�y 2022 2b 29 87 ELECTRICAL CONTRACTOR PROVIDED CONTROL PAN�LS (ECPs) Page 10 of 22 4. NEMA 12 a. NEMA 12 Alunainum 1) Type 5052 alurninum, body and door 2) Stainless steel continuous hinge 3} k'oam in-place gasket 4} Single point quarter tuin Iatches (20 inches X 29� inches and below). AIl others three-point latch b, Manufactw-ers 1} Hofft�.an Comline 2) EMF Company 3) NEMA Enclasures Company 4) Hammond Cocnpany S) Appi•oved Equal 1VEMA 12 a. l:� Otherwise Not Defined NEMA 4X Stainless Steel a. Where an enclosure is not athe�rwise defined or shown on the Drawing b, Manufacturers NEMA 12 Mild Steel 1) Mild Stee1, body and doai• painted ANSI 61 G�•ay 2) S�ainless steeI continuo�zs hinge pin 3} Foazn �n-place gasket 4} Single point quarCer turn latches (20-inches x 24-izaches and below). All others three-poiwt latch Matzufacturers 1) Hoffman 2} EMF Campany 3) NEMA Enclosures Company �4) Hammond Company 5) Approved Equal I) NEMA 4X 31b Stainless S�eel Z) Type 316 stainless steel, body and door 3) Stainless steel �ontinuous hinge 4} Foatza in-place gasket 5) Single point quarter turn latches {20-inches x 24-inches and below}. Al! others three-point latch 1} EMF Company C]]M Smith Eagle Mountain and We:stside VJTF F3ID CONSTRUCTION SPECIFIC�,TION DOCLIMENTS City PrajectNa.103335 January 2022 2fi 29 8"7 ELEC'I'RICAL CONTRACTOR PRQ�/IDED CONTROL PANELS (ECPs) Page i 1 of 22 2) NEMA Enclosures Campany 3) Hammond Cornpany 4) Rittal 5} Approved Equal C. 5. NEMA 1 or NEMA lA boxes shall not be used. 7. Malleable iron boxes shall not be used. Environmental Conditioning Condensation Co�t�ol a. A self-contained enelosure eondensation heater vc�ith th�rmostat anc! fan shaIl be mounted inside the contral panel, if panel is mounted outdaors or in a non-air- canditioned space. 1} Enclosure heaters �hall be eneigized from 120-volt, single-phase power supply and sized to prevent condepsatzoz�. uvithin the encIosure. �.} Locate enclosure heaters ta avoid overheating electronic hardware or praducing Iarg� temperature fluctuations on the hard�vare, 3} Enclosure heaters shall have an internal fan for laeat distributifln and shall be oontt•o�lec� with adjustable thermostats. The thermostat shall have an adj�stment range of 4D°F to 90°F. Provide a circuit breaker or fused discnnnect switc� withiza the enclosure. 4) Enclosur�e la�aters shall be Haffman type DAH or equal. b. Strip heaters zxa.ay be provided if they at•e 240-vnit rated, powered at 120 volts AC and da not have a surface ternperature higl�er than b0°C. Strip lieaters and tl7ermastats shall be as manufactured by Chramalox or equal. T} St�ip heaters shalI �e Chromalax, Ty�e OT, I.S-inches wide, 240 volts, singIe phase, 150 watts, energized at 120 volts, with rust resisting iron sheath, Catalag No. OT=715, Pro.duct Code No, 1293I4, or equal. Provide sufficient wa�tage in heaters to prev�nt condensatio�a slaould the interior teinperature a�the enclosure drop below �he dew poi_nt. 2} A control thermostat fnounted inside the control Panel shall be Chromalox, Type WR, singie stage, Catalog No. WR-8�, Product Code No.263177, or equal. 3) The strip heater terminals shall be gfuarded by a pratective terminal cover. 4) High temperature conne�ting lead wire sha11 be usEd between the therrrr.ostat and the heater tertninals. Wire sha11 be #12 AWG slranded, nickel-plated copper with Teflon glass insulation and shall be the produet of Chrfltnalox, Catalag Na. 6-CFI-12, P�oduct Code No, 263783, or equaI. c. Each panel shall have a 1/2-inch stainiess steel cond�nsate drain, installed o�1 a stainless-steel canduit hub, HGTZ Series, T&B or equal, in the botioin of the enclasure. Drai� shall be O-Z GedneyDBE3-50S5, or equal. CDM Smith Eagle Mountain and Westsida WTP BID CONSTRUCTION SPECIFICA'TTON DQCLIMENTS City Praject No103335 January 2022 26 29 87 ELECTRTCAL CONTRACTOR PROVIDED CONTROL PAN�L� {ECPs} Page l2 of 22 2. Coi�rosion Cont�al a. Frovide coi�osion pxotectian in each control panel with a corrosion-iril�ibit�ng vapor capsule b. Ma�aufacturers 1} Northern Instruments; Model Zeiust VC 2} Hoffman En�ineering; Model A-HCI 3) Appraved equal. Panel Intez-ior Ambient Control � � c. � The manufacturer shall provide ambient tem:pe�rature control within the panel to maintaan iwternal temgeratures below t11e maximuu� operati�g tempera#zues of the panel components. an a�nbient temperahue ran�e of -20° C to 40°C. The manufacturer �hall provide pancl internal heat rise calculations to show that the panel internal iemperatures will he ma.intained below fhe maximum operating temperatures of the pansl compone�ts. The calculation shall show all th� internal and exteinal heat gain loads, the expected internal temperature rise in degrees C above the specified ambient, If the specified ternperature range cannot be met, an air coxzd�tianing system shall be provided wit}.� sufficient capaciLy to maintain the iemperature withis� the specified litnits. Panels, for which the calculated heat rise exceeds 40°C., s�a11 have an air condiiioning system, sized as requu•ed to reduce khe heat rise to 404C. ot• Iess, without violating the NEMA rating of the eIIclosure. The air conditioner shall have the following features: I} 2) 3) 4) 5} fi) 7) S) 9) 10) 11) Use CFC-free R134a refrigerant. Have fiilly gasketed flanges on all four mounti�g edges for a watertight seal that maintains N�MA 4X cating of the panel. Thertnosta.tic Iow temperature control to provide ener�r efficient operation aud prevents over-cnoling. EMIIRFI suppressar tQ minimize iransient spikes during campressar ozj/off cycling. �eparated blower-driven evaparatflr and condenser air systems for closed loop coalin�. UL listed. Stainless steel enclnsure. Intemal corrosion resistant coating. Lor�r aznbient kit. Short cycle protector. Manufacturers a) Hoffinan b) Tl�ern�.o Eleck�-ic c) Appra�ed equal. CDM Sinith Eagle Mountain and Westaide WTF SID CONSTRUCTION SPECIFICATION DOCiT1V�NTS City PrajectNa.I03335 3anuary 2022 2b 29 87 ELECTRICAL CDNTRACTOR PROVIDED CON`I'RO�, PANELS (ECPs) Page 13 af 22 4. Enclasu�•e Fans a. b. c. d. Fans shall be furnished fox• sof't start starters and VFDs, as required by the manufacture�•, to pY•ovide air circulation and cooling. �'ans sliall be controlled by a temperature switch. The fan shall operate only when the drive is "ON" and for a cool-down period after the di7ve has stopped Otherwise the fan shali not run when the d�ive is "OFF". Lou�ers, if provided, shall have externally removable filters. The ftlier shall be metallic and urashable. Fan motors shall he prntected by an in}aut circuit breaker, Metal sq�zurel cage bali bea�-ing, three phase fan motors with 10-year design li�e shall be used in the drive desi.gn. Plastic muffin fans a�•e not acceptable, Fan power shall be obtained from a tap on the main control power transformer. A"loss of cooling" fault shall be fizrnished. In the event of clogged filters a�• fan failure, tlae dri�a shall produce an alarm and then, in a predetermined time, be shut down safely without electronic component failure by the tennpeiature switch. Redundant fans shall be provided in the drive design as backup in the ev�nt of fan faiIure. D. Internal Wiring 1. Pawer and control wi�ing shall be tinned stranded capper, minimum size #I4 AWG, with b00 volt, 90°C, flazne retardant, Type MTW thermaplastic insulation. Line si�e power wiring shall be sized for the iull rating or frame size of the connected d��ice, and as shown on the Drawings. 2. Analag signal wires shall be 6U� Volt C1ass, insulated stranded tizit�ed copper, twisted shielded #16 AWG pair. 3. All intei-con.necting wires between panel mounted equipment and external equipment sha11 be ternainated at numbered terminal blocks. Field wiring shall not be tei-�ninated directly on any panel-inounted device. 4. AIl vviring shall be tagged and caded vvith an identification n�unber as shown an the Drawings. Coding shall be typed an a heat shrinkabJ.e tui�e applied to each end shawing originat�on and destination of each vvire. The marlcing shall be pert�nanent, nan-smearing, solvent-resistat�t lype similar t� Raychem TMS-SCE, or equal. 5, AlI wiring shall be enclosed in PVC wue troug�i with slatted side ope�ings aud removable covcr. �lan vcrire routing such that �o lowv twisted shielded pair cable conducting analag 4- 24 mA signais or Iow volta�e a.nalog signals are routed in the same wire trough as conductors carrying discrete signals or power. The following ta•ough calor code shall be used. a. �lack: f�r a11480-volt AC circuits b. Grey; 24-volt DC circuit c, White: 120-volt AC circuits d. Blue: intrinsically safe circuits 6. All contral panel wiring shall use the following color code. a. Black: AC power at line voltage b. Red: switched AC power c. Orange; May be energized while the main disconnect is in the offposition CDM Sinith Eagle Mountain and Westside WTP �TD CONSTRUCTION SPECIFICATTON D4CTJMENTS City Praject No.I03335 7anuary 2�22 26 29 87 ELECTRICAL CONTRACTOR PROVIDED CONTROL PANELS (ECPs) Page 1 � af 22 E. P. d. W�iite: AC neuiral e. Ora�gelwhite stripe or vvhite/orangs stripe: sepaxate deriveci neutral £ Redlwhite siripe ox• whitelred st�ipe: switched neut�raj g. Green or green w/ yellow t�acer: grourndlearth graund h. Blue: Ungrounded DC power �. Bl�e/white stripe ar whitelblue stripa: DC grouiaded common j. Brown: 480V AC three phase -�hase A lc. Oz•ange: 480V AC three p�.ase - phase B I. Yellow: 480V AC th�ree Phase - phase C m. Purple: cou�man for analog signal wi�-ing n. Brawn: positive leg of an aualog signal Field Installed Intarnal Wi�ng 2. 3. Field installed interior vv'iring shall be neatly grouped by circuit and bouad by plastic �ie wraps. Circuit groups shall be suppox-ted so that circuit terminations aYe not st�essed. In addition, low signal wiring (mill"rvolt and milliamp) shall be bundle separately from the zest af tbe control wiring. All field wiring sha11 be tagged and coded �ith a�a identification number. Coding shall be typed on a heat shrinkable tube applied to each end of thc wire. Tk�e marking shall be a perzx�anent, non-smearing, solvent-resistant type siinilar to Raychem TMS-SCE, or equal In general, all con:duit entering or leaving equipment shalj he stubbed up into the bottom of the enclasure directly below the area in which the conductars are to be terminated, or fram the top if shown on tJae Drawings. Conduits shall not enter the side unless appY•oved in writing by tb.e OwnerJEngineer. Ter�iinal Blocks 2. 3. 4. 5. 6. 7. Terminal blocks shall be DIN-rail-mounted ane-piece molded plastic blocks with tubular- cIamp-screw type and end barriexs, Terminal blocks shall be rated foi• 600 voits except for control and instxumentation cir�uits, or 4-20 mA analag signal conductors. 1'rovide b00 valt rated terminal blocl�s for any conduc�or car�ying ar�y voltage over 12D �olts to ground. Provide b00 voIt rat�ed strap serew tem�i�al blocks for any pawer conductors carrying over 2a amperes, at any voltage. Terminals shall be double sided and supplied with removable covers to prevent accidental contact with 3ive cucuits. Power conductors carrying o�er 20 amperes, at any voltage shall be terminated to sirap- screw typa terminal blocks with crimp type, pre-insulated, riug-tongue lugs. Lugs shall b� of the appropriate size for the terminal block scre�vs and fo� the number and size of the wires tenninated. Do not terminate more than one conductor in any lug, and do not Iand more than two conductors under any strap-serew terminal point. Tex-minals shall have parmanent, legible identification, clearly visible wiih the protective cover remov�d. Eaeh terminal bIocic shall have 20% spare terminals, but not less than two spare tez�rininals. Use the manufacturer's proviided bridge connectors to intercannect terminal blocks tenninating common or ground conductor�. Twisted shielded pair ar triad cables shall have each individual conductor and shield drain wiz�e landed on individual terminal biocks. Use the m.anufacturer's pravided bx-idge cannectors to interconnect terminal blocks terminating the shield drain wire conductors. CDM Sinith Eagle Mauntain and Westside WTP BID CONSTRT.TCTION SPECIFTiCATION DQCLTMENTS City Praject N4.103335 Janua�y 2022 26 29 87 ELECTRTCAL CONTRACTOR PROVIDED CONTROL PANELS (�.CPs} Page lS of 22 8. eontrol circuits, 12D voIts and below, anti 4-20 mA analag signal cond�ctors sha11 be te�inafed vvith manufac�ix�er's reconnrnended ix�sulated con�ectax•s. 9. Provide an AC gx•ound bar bonded to the panel enelo�ufe {if inetal) with 20% spaz•e terminals. 10. Provided ground terniinal blocks for eac�a twisted-shielded pair ch-ain �ue. 2.4 S�RVICE ENTRANCE DEVICE A. Where the Control Pa.nel is rated and used as a seivice en�rance pan�1, t�e manufacturer shall furnish factory installed in tl�e Cogirol Panel, a dedicated (SPD) (Type 2), permanently cannected, Surge Protective Device o�a the load side of the service eni�ance panel, as specified in Section 2b 43 13 Low Voltage AC Surge Frotective Devices {SPDs}. 2.5 MA]N CTRCUIT PR4'I'ECTIVE DEVICE A. Unless atherwise shown on the Drawings, the main circuit protective device shall be a molded case (MCCB), three Pole, b00-volt, %ed type, manual�y aperated with stored energy closing mechata ism. Trip device shall be solid state with adjusiable long time pickup, and delay; adjustable short time pickup and d�lay; short time i2t switch; adjustable ground fa�lt picicup and delay, and graund fault delay and pickup tt•ips for seleci.ive tripping. B. Pro�ide a flange mounted main power disconnect operating handle with meehanical interlock having a bypass that will allow the panel doar to open only when the s�vitc� is in tk�e OFF pasition. Where panels a�re shown or specified with inne�• axad outer doors, disconnecting handles and cantrols shall be located on the inner door. 2.6 MOTOR CONTROLL�RS A. Manufacturers 1. Subject to complian.ce wiih ihe Contract Doeuments, fhe foIlowing Manufactut-ers are accepiable: a. Eaton b, General Electric Company c. A11en Bradley d. Square D 2. The 1isting of speeific rnanufacturers above does not irnply acceptance of their products that do not meet the specifed ratings, features and functions. Ma��ufacturers listed abo�e are nat relieved from rneeting these specifieations in. their entirety. B. General The Drawings indicate the approxitnate horsepower and intendec� control scheme of the motar driven �quipmenC. Provide the NEMA size starter, circuit bxeal�er t�ip ratangs, control power transfc�rmers and thermai overload heater eIement ratings matched to the CDM S�nith �a�le Mountain and Westside WTP BID CONSTRUCTION SP�,CIFICATION DOCiTMENTS City Praject No.103335 Januaiy 2022 2�i2987 �LECTRICAL CONTRACTOR PROVIDED CONTROL. P.ANELS (ECPs} Page I 6 of 22 C. 2. 4. 5. �. motors and cant�•ol equipment actually supplied, in campliance with the N�C and tlie manut'actruer's heater seleciion tables. A11 variations necessary to accommodate the mators and cont�als as actually fiirnish�d shaIl be made wit�out extia cost to the Owner. Ftu�ish Iugs for incarnzng zviring, sizes as showr� on the Dxawings. AIIow adequate clearance for bending and terminating of cal�le size and iype specified. A NEMA rated magnetic moto�• starter sliall be furnished fo� each motor. Each motor sta.irter shall be pravided with a m.otor circuit protector (MCP}, or circuit breaker, arad equipped to provide undeavoltage release and overload protection on all three phases, The short circuit proteeta�e device shall have an adjusi�ble magnetic trip range up to 1400% of rated continuous ctu7'ent and a trip test featu�e. MCPs shall be labeled in accoidance with iTL489. NEMA starter sizes and breaker trip ratings shall be as required for the horsepowez indz`cated but shall be in no case less than NEMA Size 1. If the manufaeturer af the equipment utilizing tbe m�tor, supplies a motor horsepower larger tha� that shown on the Drawings, the Contractor shall supply a rnator sta.rter sufficient in size ta cantrol t,�ie motor supplied. A mechanical disconnect mechanisxn, with bypass, shall be installed on each motor circuit protector, capable of being loci�ed in the "OFF" position to pro�ide a means of disconneeting �ower to each �natar, Disconnects mechaz�isms shall be located inside the enclosure such that the z�aa�n circuit brcaker handle is the only device inferlocked with the panel door. Each motor starter shall have a 12Q-volt operating coil unless othei�wise noted. Overlaad relays shall be standard Class 20, atnbient compensa�ed, �nanually reset by pushbuttan located on front o�the starter doo�•. A narmally closed contact shall be dsrectly used in tl�e sta.r� circuit and a narmally open contact shall be wire to a. t�rminal board for overlaad alarm. AlI interfaces between control paanel and remote devices shall be isalated via an interposing relay. Interposing relays shall have contacts rated for 250 volts AC and 10 amperes continuaus. Relays shall be Control Reiays as specified herein. Magnetic Motar Sta�ters i, z. 3. 4. Mator starters s�all be two ar three pol.e, sir�gle or three phase as required, 60 Hertz, 600 vnits, zan.agnetically operated, full voltage non reversing, NEMA sizes shall be as required for the horsepower shown on the Drawings. Each motor �tarter shall hav� a 120-volt opera�ng coil, and control power transformer. Starters shall have motar overload pratectian in each phase. Au�iiiary contacts sha11 be provided as shown on the Drawings. A minimum of orie normally apen a�1d one normally closed a�iliary con�acts shall be provided in addition to the cantacts required. Overload relays shall be adjustable, ambieni compensated and maaually reset. Built in control station� and indicating lights shall be fiu�nished where shown on the Drawings. AIl wires sha�l l�e terminated on terminal blocks ar�d shall be tagged. Provide as built wiring diagram and post it in a protective cover inside the ee11. � Contactors Contactors shall be a circuit brealcer and contactor, 600 volt, three-pole, 60 HerCz, inagnetically operated. NEMA size shall be as required for the kilowatt ratings rec�uired for the equipment provided but shall be not Iess than NEMA size 1. CDM Sinith Eagle Mouniain and Westside WTP BTD CONSTRUCTIQN SPECIFICATTON DOCi]NI�N�'S City Project Na.103335 Januaiy 2022 26 29 87 ELECTRICAL CONTRACTORPROViD�D CONTROL P.+�NELS (ECAs) Page 17 of 22 2. Cantaciors shall have a 120-volt opez•ating coiZ and conieol power ta•ansfaYmer. Fuinish the control pawe�• ta•ansfo��mer with extra cap�caty for the unit heater fan. 3. Contaetor used fox• l�ghting cont�ol shall be as speci�ed herein, magnetically apez-at.ed. Each contactor shall be controlled by a Digital Astronomic Time Cl�ck witli Automatic opei'ation, Manual override On-Off. Power outage backup with permanent schedule retention, supercapacitor witli 4-day real time backup, 30A 1'ghting load,120 V, TORI� Model EWZ 120 or appraved equal. No p�atocelI operaiinn� E. Conh-ol Relays Cantrol relays shall be 300-volt, indush�ial i�ated, plug-in socket type, housed in a �-ansparent polycarbonate dust cover, desig�ed in accordance with UL Standard 508 for zx�.otor controller duty. Continuous contact rating shall be 10 amperes resisti�e, 1/4 HP at 120�volt AC, aperating temparature i�inus 10 to plus 55°C. Frovide spare notmally open and normally closed contacts. Relays shall be Poiter & Brumfield KRP �eries ar equal with neon coil indicator light. Tin�ing relays shall be 300 Volt, solid state type, with i•otaiy switch to select the �uning range. F Elapsea Time Meter A six-digit, non-resettable elapsed time meter shall be inslalled on the face of each motor starter. Meter sJ�all be as specified in Section 2b 27 13. 2.7 PROGRAMMABLE LQGIC CONTROLLER {PLCj A. Where the co�►trol panel contains a programmable logie controller (PLC} foz- prograinniing of the cantrol logic, as shown on t.�ae Drawings,. the PLC shall be as speci�ied in Section 4Q 63 00 Programmable Logic Controllers, The zna:nufachu•er shall provide t�e address list, and the interface to connect to the O�rner's plant monitoring system for monitoring of the PLC's opera�ion. B, Pravide a scripted program file for all PLCs. C. The equipment manufacturer shall fiu-nish factory installed, a dedicated point of Utilization Device (SPD), as specified in Sectzon26 43 13 Individual Cont�ol Panel and Related Equipnnenf Protectian (Type 3). D. The manufacturer shall provide the address list and an Ethernet in.teeface ta connect to the Owner's plant monitoriug system for monitoriug of the PLC's operation. � A. SPARE PARTS 1'rovide the falIowing spare parts for each con.trol panel in the quantities speci%ed: 1, One box� replacement fuses, all types and sizes used 2. One replacement lainp, of each co�oz�, for pilot lights 3. One of each colar xeplacement lens ca}�s for pilot lights 4. One starter cail for each NEMA sizc fi�rriished CDM Smith Eagle Mountain and Westside W'TP BID CONSTRUC'I'ION SPECIFICATION DOCLTMENTS City Project No.103335 January 2022 262987 ELECTRICAL CONTRACTQR PROVTDED CONTROL PANELS (ECPs) Page 18 of 22 : 2.9 5, One, Three-pole set of�•eplacemeni overload heaters of �ach size range used 6. One, Thi-ee-pole set of staiter contacts of each [NEIVi�] size used. 7. One can of aerosol touch-up paint. Spare parts shall be boxed or paelcagec� for long teirn storage. Identify each it�m with manufact�zrer's nanr�e, description and part number on the exterior of th� }�ackage. FACTORY TESTING A. The entire control pane� shall be cornpletely assen:�bled, w��ed, and ad�usted at the factazy and sk�all be given the manufacturer's routine sk�ap iests and any other additional operational test to insure the �rorkability and reliable operation of the equipment. B. Factazy test equipment axzd test inethods shall conform with the latest appli�able requirements oiANSI, IEEE, UL, and NEMA staz�dards. C. The o.pezat�onal test shali ir�clude the proper cannection of supply and contral voltage and, as far as practieal, a mocict.ip of simulated conteal signaIs and control devices shall be fed into the boards ta check for proper operatio�n. D. Fact�ry test equipment and test methads shall contorrn to the latest applicable requirements of ANSI, IEEE, UL, and NEMA standards, aud shall be subject ifl the Ovc�erlEngineer's apprava�. PART 3 - EXECUTION 3.1 IlVSTALLER'S QUALIFICATIONS A. Tnstaller shall be specialized in ins�alling this type af equiprnent �ith minimum 5 years documented experience. Eacperience docwmentation shall be submitted for approval prior to beginning work on this project. 3.2 EXAMIl�TATION A. Examine installation area to assure there is enough clearance to it�stall the equip�ent. B. Housekeeping pads shall be included �ox the floar moun.ted motar �antrollers as detailed on t,he Drawings with fi11e exception. of motor cantroliers which are to be installed adjacent to an existing unit, Housakeeping pads for these (if used) should tnateh the existing installation. C. I� E. Cheek concret� pads and baseplates for uniformity and ieve� surface. Verify that the equipment is ready to install, Verify field measurements are as instructed by manufacturer. CDIVI Smith Eagle Mauntain as�d Westside WTP BID CONSTRi7CTION SPECIFICATION DQCiJMENTS City Projeet Na.103335 danuary 2022 26 29 87 EL�CTRICAL CONTRACTOR PROVIDED CONTROL PANELS (ECPs} Page � 9 of 22 3.3 INSTALLATIOIV A. The Cont�actor shail install a1I equipment per the manufactui-er's recommendat�ons and Contzact Drawings. B. Conduit b.uUs for use on raceway syst�m pull and jvnction boxes shall be watertight, tlu•eaded aluminum, insulated throa�, stainless steel grounding screw, as nnanufact�u-ed by T&B H150GRA Series, or equal. C. Conduits entering a cantrol Panel ar box cantaining electri�al equipment, shall not enter the �nclosure thtougIi the top. D. Install required safety Iabels. 3.4 RACEWAY SEALING A. Wb:ere raceways enter junctinn baxes or cantrol panels containing elect�•ical ai• instrwrzaentation equipment, aIl entrances shall he sealed with �M 1000NS '�7atei�tight Sealant or approved �quai. B. This requirement shaIl be stx�ictly adhered to for all rac�ways in the conduit sysl;em. 3.5 FIELD QllALITY CONTROL A. Inspect installed equipz�a.ent for anchoring, aligt�m�nt, grounding and pl�ysical damage, B. Check tightness of a11 accessible elechical eonnections. M'vaa.rnutn acceptable values are speci£�ied in manufaciurer's i nstructions. C. Provide one set af as-built panel drawi.ngs latninated, in eaeh pat�eI packet. 3.6 FiELD AD.TUSTING A. _F►djust all eircuit breal�ers, switches,. access doors, operatzng handles for free mechanical and electrical operation as described in manufacturerr's instructions. B. The Power Manitaring and Protective Relays shall be set in tl�e field by a qualified represez�tative of tlie manufaciurer, retaine.d by the Contractor, in accordance with setting� designated in a coordinated study af the systern as required in Section 26 OS 73 Power System �tudy. AIl such settings, including the application of are� flash labels, shall have been made and Approved by t�� Owner/Engineer, prior to enei•gizing of the equipment. 3.7 FIELD TESTING A. Perforrn alI alectrical field tests recammended by the manufacturer. Disconnect all connections to solid-state equiprnent prior to test�ng. CDM Smith Lagle Mountain and WesYside WTP BID CONSTRi1CTION Sl'ECIFICATION DOCLTMEN�'S City Praject No.1D3335 January 202.2 26 29 87 ELECTRICAL CONTRAC"I'OR PROVIDED CONTROL PANEI.S (�CPs) Page 24 of 22 B. Megger and recor-d phase to phase and phase to �eound insulatian resistance, Megger, for one mi�.ute, at minimtt� voltage of 1000 volts DC. Measured Iusu�ation resistance shall be at �east 100 megohms. In no ease shall the nnanufactu�'er's maximuzn test voltages be exceeded. C. � Test each key interlock system for prap�r funciioning. Test all eant�•ol l�gic before energizing the �notor or equipment. 3.8 CLEANING A. Re�a�.ave all rubhish and debris fi-om inside and around t�e motor eontrallers. Remove d�rt, dust, or concrete spatter from the interior and exterior of the equipnaent using brush.es, vacuum eleaner, or clean, lint free rags. Do nat use eompressed air. � A. 3.10 EQUIPMENT PROTECTION AND RE�TORATION Touch-up and restare daznaged suriaces to factoiy fnish, as approved hy the manufacturer. If the damaged surface cannot he ret�.uroed to faciary specificatian, the surface shall be replaced. MANUFACTLTRER'� CERTIFICA�ION A. A quaiified facto�ry�tra�ned :n:�anufacturer's representa�ive shall p�;rsonally inspect the equipment at the jobsite and sha1l certiiy in writing t.�aat the equipment h.as been installed, adjusted, and tested, in accardance with the manufacturer's recomrnendations, including ali settings designated in the Power System Study. B. 3.11 A. B. The Contractor shall provide three copies of the manuiac.turer's representative's certification. TR.AINING Provide rnanufacturer's services fo� training of plant personnel in operation and maintan:ance of the soft start stat-�ers furnished under tihis Section. The traitii�g for eaeh ty�e of equipment shall tae for a peri�d af not less than one eight-hour day. C. The cost of training program to be conducied with Owner's persor�nel shall be included in the Contract Price. The training and a�struction, insofar as practicable, shall be directly related to the system heing suppIieci. D. Provide detailed O&M manuals to supplement t�ae training course. The manuals shall include spaci�ic details of equipnnent supplied and operations specific to the project. E. The iraining session shall b� conductedby a manufacturer's qualified representative. Training progrann shall include instructions on the assernbly, motor starters, protective devices, metering, and other major components. CD1VI Smith Eagle Mountain and Westside WTP BID CONSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo.103335 January 2022 26 29 87 ELECTRICAL CONTRAGTOR PROVIDED CQNTROL PANELS (ECPs} Pagc 2l of 22 F The Owner resefves the right to �ideotape the t�•aining sessions for the Owner's use. END OF SE�TION 26 29 87 CDM Smith Eagle Moun#ain and Westside WTP BID CONS'T'Ri1CTION SPECIFICATION DOCLTMENTS City Praject No.103335 January 2022 26 2R 87 ELECTRICAL CONTRACTOR PROVIDED CONTROL PANELS (ECPs} Page 22 of 22 This page intentionally Leit blar�al� CDM S�nith Eagle Mountain aad Westside WTP BID CONSTRUCTION SPECIFICATION DOCLTMENTS City Prnject No.l Q3335 ]anuary 2�122 03 30 oa CAST-IN-PLACE CONCRET� Page 1 af 24 SECTION 03 30 d0 - CAST-IN-PLA�E CONCRETE PART 1 - GENERAL 1,1 RELATED DOCiJM ENTS A. Drawings and ge�eral provisions of the Cont�•act, including General and Suppl�mentaiy Canditions and Division O1 Speczfication Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: Cast-in-Place Cancrete for various i#ems indicated in Cont�act Docurnents. B, �'urnish, a� required to establish concrete fr�es, a1I sampling and laboratory testin.g of products and materials performed by an ind�pendeni: testing laboratory engaged by and at thc expense of the Contractor. Provide field sampling, testing, inspection and related laboratary tests. C. ReIated Requirements: 1. �ection Q3 10 00 "Conerete Fnrming and Aecessoz•ies": Formwork and accessories. 2. Section 03 20 DO "Conerete Reinforcing'°: Requirem�nts for rein%rcing steel and supports, 3. Saction 03 25 00 "Concrete Joint and .Tnint Accessories". 4. Seetion 03 35 0� "Concrete Finishing": Finishin� of concrete flaor an.d wall surfaces. 5. Sec�on 03 39 0� "Canerete Curi�g": Curing of concrete surfaces. 6, V�rious Sections in Division Q7: Preparing concrete surfaces to receive dampproofi�ag and/or uraterprocafing. 7. Va�riaus Sections in Divisions 21 through 23: Mechanical items for casti_ng into concrete. 8. Various Sectaons in Divisians 26 through 28; Electrical iterns for casting ivato concret�. 1.3 COORDINATION A. Coordinate placement of joint devices witl� erection �f concrete farmworlt and placement af f�rm accessories. 1.4 ACTION SUBMITTALS A. Submit, in accordance with Section O1 33 00, praduct data for: l. Sources of cement, fly ash or ground grannlated blast furnace s.Iag, aggregates, and batche.d cancrete. Indicate name and address of n�ill, quarry, or plant. 2. Air �ntrainment admixture. P�•oduct data incZuding catalogue cut, technical data, storage requirements, product lit'e, recoinmended dosage, temperature eonsiderations and conformity to ASTM stazac�ards. CDM Srnitlt Eagle Mountain & Westside WTP BID CQNSTRUCTION SPECIFICATIQN DpCUMENTS City Froject No, 1fl3335 Januaiy 2022 03 30 00 CA�T-IN-PLACE CONCRETE 3. 4. G� Page 2 af 24 Waier reducing admixtu�•e. Produci data including catalague cut, technical data, storage requirements, p�-oduct life, i•ecoz�x�ended dosage, tempei'ature cansiderations azid conformity to ASTM sta�dards. Cold weathej• a�d hat weather conereting plans d�monsfi�ating how concrete will meet the requirements of this Section including but not limited to cor�cre#e mixes, placement, curing and protection. Sheet curing material. Product data including catalogu� cut, teehnical data and conformity to ASTM standard. Liquid membrane fo�-�niug curing campound. Praduct data including catalogue cut, technical data, storage requirements, product life, application rate and conformity ta ASTM standa�rds. ideniify proposed locations of use. B. Concrete Mi.xes: For each formulation of concrete proposed fnr use, submit constituent quantities par eubic yaa�d, vuater cementitiaus ratio, air content, concrete slump, ty�e and �nat�ufacturex of cement and type and ma.nufacturer of fly ash or ground granulated b�ast furnace slag. Provide either subparagcaph 1. or 2., belaw, for each mix proposed. C. Standard deviation data. for each proposed concrete mix 3�ased on sta.tistieal records. Provide the following for each strength data point used in the calculation of the standard deviation foz determination of the mininczum required average strength: a. Datc of sarnpling and name of tesiing labox•atorry. b. Nazx�e af concrete batch plant. c. Water cem�ntitious ratia. d. Slump of batch. e. Air content of batch. f. Compressivc strengihs af all cylinders tested at that age in that batch. g. If available, temperature and unit weigb.t of batch. h. Provide data from prajects zaot more strictiy controlled tl�an outlined in these specifications. Provida suminary sheet showing a11 pertinent data and the computatian o£ the standard d�viation. 2. Water cementitious ratio curve for concrete mixes based on laboratory tests. Pravide average cylinder strength test results at 7, 14, and 28 days for lal�oratory concrete mix designs. Concrete Mi.xes: Shrinkage Testing Result. (Slu•inlcage tests will require appraaumately 6 to 12 weeks, and Contractor s}�all coordinate and prepaee the test accordingly.) D. High-range water-reducing adz�ixiure {plasticazer). Product data including cata�ogue cut, technical data, storage requirements, praduct life, recommended dosage, temperatLue considerations, retarding effect, slump xaz�.ge and conformity to ASTM standaa-ds. Identify proposed loca�ioris of use. E. Samples: Fine and coarse aggregates, if xequested for examination l�y the Etagineer. CDM Smith Eagle MounEain & Westside WTP BIB CONSTRUCTI�N SPECIF[CA'i'ION DOCUM�NT`S City Pcnject No. 1a333S 7amfary 2022 D3 30 40 CAST-IN-PLACE CONCRETE Page 3 of 24 F 1.5 A. : Concrete Temperature Control Plan (to x•educe the heat of hydration and �lifferential temperature of concrete for the co�ncrete elements with minimiun dztzaension (thiciaiess) equal to or gx•eater than 48 inches: 1. Maximu�n cancrete temperature: 160 degrees F. 2. Maximu� concrete temperature differer�ce (gradient temperatut•e): 36 degrees F(core to surface}. 3. Coordinate with the concf•ete pz•oducer and have a temperat-are. control plan tti keeping the tempe�•ature belor�' the requirements. 4. Submit a detailed plaz�,, along with an analysis of the associated heat ger�eration and dissipation (heat flow analysis) shall be submitied to the Engineer fox approval. 5. Do not place concx-ete un�il this plan is approved by tk�e Engin�er. 6. Control Plan inc�uded furnish and install two sets of strip chat� tempet-atui•e recording devzces or approved equivalent at locations approved by the Engineer, These devices shall be accurate to within +/- 2 degrees F wifhin the raz�ge of 32 degrees F to 212 degrees F and shall be used to simultaneously measure the temperature of �he concrete at the core and tl�e surface. INFORMATTONAL SUBMITTALS Test Reports: 1. Aggregates: Con%rmance to ASTM stazidards, including sie�e analysis, mechanical properties, deleteriaus sul�stance content, and martai• bar expansion tesi results. 2. Cement and fly ash or graund granulated blast furnace slag: Conformance to AST`M standards, including chemieal analysis �nd physical tests. 3. Concrete Mixes: water-soluble c��toride ion content. Certiiicaiions: 2. 3, 4. 5. Cei�tify that admixtures used in t�ie same conerete mix are conlpatible with each atlzer and the aggregates. Certify adnaixiures are made for use in concrete in cantact with potable water after 30 days of concrete curing. Certify that Conlractor is not assaciated vvith independent testing laboratory proposed for use by Contr�.ctox nor does Contractor or its offie�rs ha�e a heneficial interest in �Jae lab�ratory. Certify that cement is produced by a manufacturer that does not use hazardaus waste derived fuel as an energy souree far its kilns. Cez-tificat� of conformance for concr�te production facilities from the NRMCA. C]�M Smith Eagle Mountain & VlTestside WTl' BID CpNSTRUCTION Sf'EC[PICATTON DqCUMENTS City Proj�ct No. I03335 Januaiy 2022 03 30 QO CAST-IN-PLACE GONCRETE Page 4 of 24 C. Qualiiications: 1. �ndependent Testing Laboratory: a. h. c, d. e. f. Name and address Names and positions of principal officer� and the name, position, an.d qualifications of the responsible �•egistered professional engineer in charge. Lis#ing of techni�al services to be provided. Indicate extei�al technical services to be provided Uy other organizations. Names and qualiiications of Y,he su�ervising laboratoiy technicians. Statement of conformar�ce provided by evaluation authority de�ned in A�TM C1077. Yravide report prepar�d by evaluation authority when reques�ed by tha Engineer. �ubnnit as requi�ed ahove far other organizations that will provide external technical services. 1.6 CLOSEOUT SUBMITTALS A. Section OI 73 00 "E�ecution"; Requirement,s for submittals. i 1.7 �'raj�ct Record Documents: Record actual locations of embedded utilities and components concealed fi•om view in �z�ished construction. QUALITY ASSURANCE A. Comply wiYh ACI 350 and other stated speciftcxtions, cades, and standaz•ds. Appjy the most stringent requirements nf oth�er state,d sp�cificatzans, codes, standards, and this Seetion vvhen conflicts exist. : C. Independent Testing Laboratory: Meet requirements of ASTM E329 and ASTM C I077. Do nat use Iaboratories affiliated and having a hene�icial interest with Contractor or its offic�rs. Pr�vide concrete uniform in colar and appearance. D. Freconstruction Meetzng: At least 10 working days before �xst conceete placemez�t, bold a meeting to re�iew concrete placement requi�ements, waterstop placement, jointing, concrete curing, hot and cald weather cancreting, and £�inishing. Review, wit�a the attendance of the plastieizer manufacturer, the properties and techniques of batching and placing cpncrete containing high-range water-reducing admixture. Notify ali parties invQlved, including the Engineer, af the meeting at least 10 working days priar to its sch�d�led date. Prepare an ager�da for the rr�eeting. Take meeting minutes and distribute to meefing attendees. E. If during wark progress, it is unpossible to seeure conereie of the speci�ed workability and strength wi�h tha materials heing furnished, the Eilgineer may order such changes in proportions or materials, or both, as may be necessary to secure the speczfied properties. Malce ordered changas witkout additional compensation. CDI� Smith Eagle MounLain & Westside WTP BID CONSTRUC['ION SPECIFTCATTdN T]OCUME1�iTS City Project No. 103335 lanuazy 2022 63 3� �0 CAST-IN-PLACE GC)NCRET� Page 5 pf 24 F. Lf du�•ing �ork progress, materials �-orn the saurces originally accepted change in chaa-acteristics, m.aIce new acceptance tests of nnaterials and establish new eoncrete mixes with assistance of an independent testing Iaboratary, without additzonal compensation, G. Provide field testing and inspection sezvices azzd related laUoratoiy tests. Perfnrm testing methods cor�oiming to latest applicable ASTM methods. Test fnllawing items to vez�ify cQnformity with this Section: H. z. 7. If, L. M. 1.8 A. B. C. D. E. F. 1.9 A. 1. Concrete Placements: Compz•essive strength (cylinders), teznperahue, slump, and au• content. 2. Other materials that may z•equire field testing. Concrete Placeinent: Compressive sh•ength (cylinders), temper•ature, slump, and aaz� content. Provide laboratozy fests of'samples, constituents, and as-placed concrete. Materials incorporated in th� vcTork shall conform to accepted samples. P�r%rm Work according tn ACY 301, and 350. Comply with ACI 305R when placing cancz•ate during hat wea�her. Comply with ACI 306.1 when placing concrete c�ua-ing cold weather. Acquire cement and aggregale from one so�.u-ce fo� Wark. MOCZ�LTPS Sec�ion O1 40 00 "Qnality Requirements": Require�ents for mockup. Size: Sufficient to indicate required special treatment ar finish. 7f requested by Engineer, cast concrete again�t sample panel. Dbtain accepiance of Engivee�• for resultant surface finisl� prior to erecting formwaric. Locate where directed by Engineer. Incorparate acceptad mockup as part of Work. AMRIENT CONDITIONS Maintain concrete temperature after installaiion at minimum 50 degrees F for minimum seven da�s. CD1VI 5mith �agle Mounkain & Westside W"PP BID CONSTRUCTIQN SPECIFICATION DOCUMENTS City Project Na. 103335 Januaiy 2dZ2 03 30 00 PART 2 - PRODU�TS 2.1 MATERIALS CAST-IN-PLACE CONCRETE Page 6 of 24 A. Materials shall comply with this Sectian and any applicable State or Local requirements. B. Cement: Domestic portIand cement conf'arming ta ASTM C150. Cement shall be Iow alkali cement (wit� equivalent allcali 0.60 percent Maximum-average record o� 4 recent testing results within 2 yea�s period). Do not use air ent�aining cements. Do not use cezx�ent produced 6y a manufacturer that uses hazardous waste derived fue� as an energy source for its kilns. Cement brand must be approved by the Engineez and one brand shall be used throughout the wor-k. 1. Comply with ASTM C15a, Type II - Mo�lerate 5uliate Resistatzt. 2. Type: Portland. C. Aggregates: 3. Fine Aggregate: Washed inei�t natural sand canforining to ASTM C33. Coarse Aggregate: WeII-graded crushed stone or �ashed �rave� eonforming to ASTM C33. Grading requirements �e listed iu ASTM C33, Table 3 for the speci�ed coarse aggregate size number lisYed in Table I. Limits of deleterious substan.ces and physical property requirements aze listed in ASTM C33, Table 4 far severe weathering regions. Do not use eoarse aggregates kno�vn to be deleteriously reactive with alicalis in. cement. �ine and coarse aggregates used shall not cause expansion of mortar bars greater than 0.1 percent in 16 days r�hen teste.d in accordan.ce with ASTM C1260 and using p�oject prflposed cement. If aggi-egates proposed do not meet ti�is requi�•ement, then satisfy either subparagraph a. or b. belo�v. a. Total equivalent alkali cantent of the cement: Do not exceed 0.60 pexcent as provided in the Optional Ck�emical Requirernen.ts of ASTM C 150. b. Fine and coarse aggregates used shall noi cause expansion of mortar bars greater than 0.1 percent in 16 days when tested in accordance with ASTM C.12G0 and usit�g the cement a.ud fly ash or ground granulated blast furnace slag proposed for the project. Proportions af cement-fly ash mi�c ar cement-graund granul�ted blast furnace slag tnix st�all be the same as those proposed £or the project. D. V�'ater: 1, Comply with ACI 318 and ACI 3S0 . 2. Potable, wzth maximurn 0.�8 percent {for reinforced concrete) and �.�6 per-cent (for pr�estressed conerete} of water-saluble chloride ions by weight of cement. E. Admixtur�s: Use admixtures free of chlorides and alkalis, exeept for tk�ose attributable to drinlcing water. provide admixtu�es from same manufacturer when it is required to use more than one ac�mixtur� in the same concrete rnix. Use adm�t�res campatible with concrete m.ix including other admixtures and r�aade for use in conerete in contact with potable water after 30 days of concrete curing. Do not use admixtures causing retardec� or acceIerated setti�ng of CDM Srztith �agle Mountain & Westside WTP BID CONSTRUCTIDN SPECIFICATION DnCUME1VT'S City Project Na, 103335 7anuasq Z022 03 30 00 CAST-IN-PI,AC� CONCRETE F 2.2 � Page 7 of 24 concrete withaut written appxoval from th� Engineer. Use retardzn� or accelerating water redLtcing adrnixtures when so approved. 1. 2. � Air Entraznmeni: Cnmply with ASTM C26Q. ChemicaI: a. Comply witl� ASTM C 49�. b. Type A- Wat�r Reducing. c. Type D- Water Reducing and Retarding. d. Type E- Watez Red�cing and Accelerating. e. Type F- Water Reducing, High Range. f. Type G- Water Reducing, High Range, and R�tarding. Flasticizing: a. Camply with ASTM C 1017/C 1017M. b. Type II, plasticizing and retarding. Supplerz�entary Cementitious Materials: 2. 3. Fly Ash: Class F fly asla complying with ASTM C6I S, including the requ�ements of Table 1 but with the Loss an Ignition (LOI) lirnited to 3 pez-cent maximum and the aptionaI physical requir�ments of Table 3, Test zn compliance with ASTM G311 wi�h a znizaimum of one sample weighing four pounds taken from each 200 tons of fly ash supplied for the pzoject. The rr►aximum avaiIable alkala content must be 1.5 percent or Iess. Graund Gz-anulated Blast Furnace Slag: Grade 100 ar Grade 120 gx�out�d granulated blast furnaee slag complying with ASTM C9S9, Provzde ground granulated blast fii��ace slag fram a single source and unifaz-�a in color. Mill test repoxts submitted must be ivithin 6 months of submittal date. Silica Fume: Comply with ASTM C 124U. CONCRETE MIX Engage an independent testing laboratory to establish cancrete mixes and perform sampling and laboratory testing of products and �naterials. B. 5elect p�•apoitions o£ ingredients to tx�eet the ciesign strengtla and materials limits specified in Table I and to produce placeable, durahle concrete conforming ta �.ese specifications. Propoi�ion ingredients to produce a homogenous m.i.�.ure which wi11 readily work iz�to corners and angles of foz•zns and around reznfarceznent without permitting materials ta segregate or allowing free water to callect on the surface. C. Base concrete mixes on standard deviatian data of priar mixes with essentialIy the same proportions oi the same con�tituents or, if not available, develop concrete mixes by labarator� tests using the zn.aterials proposed for the wark. For concrete inixes based on standard �eviation data of prior mixes, sub�nit standard deviatian data af prior tnixes with essentially the same praportions of the same CDM Smith Eagle Mountain & Westside WTP BID CQNSTRUCTION SPECIFICATIQN DOCUMEN7'5 City Project No. 103335 Jamaary 2022 03 3o aa CAST-IN-PLACE CONCRETE � Page 8 of 24 constituents in accordance with ACI 350 and based on the rnodi�cation iactors far standard deviation tests contained in ACI 350. For concreie mzxes de�eloped by laUoratory testing, base cementitious content of the concrete on curves showing the zelatian betw'ean water cementitious ratio and 7, l4 and 28-day cornp.ressive st�•engths of concrete rt�ade using the proposed materials. Determine curves l�y four or more points, �ach representing an average value of af least three test specimens and one water-cernentztious ratio at each age. 1'rovide curves with a range of values suffiicient to yield the desired data, includxng the compressive stren.gtk�s specified, without ex�rapolation. Cernentitiaus cantent af the concrete mixes to be used, as detei�nvned from the cui-�e, shall con-espond to t.�e required average compr�ssive strength in Tahle 5.3.2.2 oi ACI 318. ResuIting mix sliall not conflict with the limiting values for maximum vv'atez cementitious ratia and net minitnuz�a cementitious content specif'ied in Table 1. D. Test fly ash or ground granulated blasi furnace slag and concrete mixture to provide test data confir�ning that materials in combination with the eerr�ent meet st�engkh requirements and are compatible witki other concrete additives. E. F. G Test aggregates for poteniiai alkali reactivity in accordance with ASTIvI C 12b0. If initial testing indicates aggregates a.re not potentially reactive repeat test at 3-month inteivals. Cornpression Tests.: Provide testing of the proposed cor�crete mixes tn demanstrate campliance with campression strength requirements in conformity with the provisions of ACI 3 J.8. Entrained Air: Measure by ASTM C231 as shown in Table 1. 1. If proposed air entrainment admixt�ue requires testing methads other t�han ASTM C231 to accurately determine air cont�nt, ix�ake special note Of �IS requirexnent in adnuxture submittal. H. Concrete Slump: Measure by ASTM C143 as shown in Table l, If a high-range water-reducing adzr�.ixture (plasticizez) is used, the slump indicated shall be that measured befare plasticizer is added. Plasticized concrete shall have a slump razaging from 7 inch�s to 10 inches. I. Proportion admixtures aceording to tk�e manufacturer's recommendations. Two or zxxare aclmixiures spec`�£'ied may be used in the same mix pz-o�ided that th.e admixtures in combination retain full �fficiency and have no deleterious effect on the conerete or on the properties of the other adxnixture(s). CDM Smith Eagle Mountain & Westside WTP BID CONSTRUCI"ION 3PECIFiCA'I`ION DOCiJMENTS City Project No. 103335 danuary 2fl22 03 30 QO CAST-IN-PLACE CDNCRETE Page 9 �f 24 .T. Where Type III cement is approved, use concrete confoz-ming to Table 1, except attain design strength at 7 days. TABLE 1 Class A B C D1 D2 D3 EI E2 E3 F Class A B C D1 D2 D3 E1 E2 E3 F TABLE NOTES: Design S#•ength 1 250fl 3500 3500 4000 4�00 4000 4500 4500 450� 4000 WIC Ratio 5 0.62 m�x, 4.44 max. 0.45 ma�c. 0.44 max. Q.44 zxiax. 0,44 max. 0.42 m�. 0.42 max. 0.42 max. 0.4� max. Cement 2 Type II Type II Type II Type II Type II Type Ii Type 17 Type II Type II Tvne Ii SCM 6 Yes Yes Yes �'es Yes Yes Yes Yes Ye� Yes Fine Aggt egate 3 Sand Sand Sand �and Sand Sand Sand Sand Sand Sand AE Range 7 3.Sto5 3.5 to S 3.5 to S 3.StoS 3.5 ta 5 3.5 to 5 3.5 to 5 3.S to 5 3.5 to 5 3.5 ta 5 Coarse Aggregate 3 57 67 (9} 57 467 57 67 467 57 67 8 ��; HRWR 10 Yes No Yes No No No No Na No Yes No Yes I�To Yes Yes Yes Yes Yes Yes No Cementitinus Content 4 440 590 S�0 54� 5b0 590 S60 580 6�a bOQ Slump Range Inches 1-4 7-10 3-5 7-10 7-10 �-�a 7-10 7-10 7-10 3-5 1, Minimum compressive strengt� in psi at 2$ days. 2. ASTM designation in ASTM C 15p. 3. Size I�Tumber in �STM C 33. 4. Minimum cementitious content in lbs per cubic yard v�rh�re fly ash or gr�und granulated blast furnace slag is used cetnentitious content is defined as cement content plus fly ash or ground granulated blast furn.ace slag content, 5, W/C is Maximum Water Cementitious ratio by weight. 6. Suppleinentary Cementitious Materiai {SCM} fly ash (Class F) content in the range of 23- 2S pereent of the total cement content plus fly ash content, by weighC. If ground granulated blast furnace slag is used in lieu of fly ash, �lae content of ground granulated hlast €iunace siag sha�l be in the range of 25-45 perc�nt of the total ce�nent plus ground granulated blast furnace slag conteni, by weight. 7. AE �s percent air entrainment. CI3M Smith Eagle Mountain & Westside WTP BID CONSTRLICTION SPECIFICA,TION DOCLTMENTS City Praject Na. ]03335 Janua�y 2022 03 30 40 CAST-IN-PLACE CONCRETE �. 10. Page 10 of 24 WR is wate�• reducing admixtu�•e. Except as �pecified in SectiQn 26 05 43 for concrete elect�-ical raceway encasemeni. UnIess noted other�wise, electrical Raceway Encasement with Additave: Red ferrous oxide concrete colaring pigmen� mixed at the rate of 1-112 pounds (miiv�num) per sack of cerrrent additive to be mixed at the plant, HRWR is high-range water �educing admixiure. It is Cont�actor's option to provide HRWR into other concrete mix designs (See Section 3.2/ I/ 5 fflr additional infonnation). K. Shrinkage Tests: Perfo��m shrinlcage tests on the design mix for �Class D 1-3 and Class E 1-3 concretes. The tests shall confarm to ASTM C157 as n�odified by ASTM C 59b for curing, stnrage, and comparat�r readings. iTse cancrete specirn�ens. Do not use mortar specimens. I. Avera�e Shrinlcage: At 25 days of air storage �lo not exceed 4.036 percent. 2. Make tests with at least ti�ree difFerent brands of cement. On1y brands demons�rating a shrinkage value within I D percent of the brand with the lawest slu•inkage value at 25 days �f air storage will be acceptable. L. Admixtures: 1. Include admi.xiure types approved by Engineer and kheir quantities in concrete mix designs. 2. Cold Weather: 3. 4. S. 6. 7. a. A�TM C494 Type E admixture may be used in cald weather, if approved by the Engineer. b. Use of admixtures will not relax cold-weather placement requirements. Hot Weafiher: a. ASTM C494 Type D admixture may be used in hot weather, if approved by the Engine�r. b. Use of admixtures will not rel� hot-weather placernent requirements. Do not use calcium chlaride or admixtures containing calcium chIoride. Add air entrai�ament admixhue to eoncrete mix %r Work exposed to freezing and thawing andlor deicing chemicals. For concrete exposed to deicing chemicals, Iirnit fly ash, pozzolans, siliea fume�, and slag content as required by applicable code. Add water reducing admixture ta all concrete. M. Ready-Mixed Canerete: Mix and deliver concrete according tQ ASTM C94. PART 3 - EXECUTIQN 3.1 A. MEASURiNG MATERIALS Provide conerete composed of portland ceinent, fly ash or ground granulated blast furiaace slag, �ne aggregate, coarse aggregate, water, and admixiures a�s speciiied and prroduced by a plant CDM Smitli Eagle Mountain & Westside WTP BID CQNSTRUCTION SPECI�'ICATTON DQCi7MEN'�'S Ciry Project No. 143335 7anuaty 2022 03 3p fl0 CAST-IN-PLACE CONCRETE Page 1 l of 24 cornplying wiih ACI 318 and ASTIVI C94. Batch all constituents, including admixtures, at tl�e plant. B. Measuz•e mat�rials for batchuag eoncr�te by weighing zn coniormity with atad within tolerances given in ASTM C94 except as oth�rwise specified. Use seales last certified by tha local Sealer of Weights and Measures vsrithin nne year of use. C. Wei.gh cement a�ad fly ash or ground g,�anulated blast fuinace slag in individual wei.gh }�atchers that are separate and distinct fi•om weigh batchers used for other materi�ls. When cement and fly ash or ground granulated blast furnace slag are weighed in a cumulative weigh batcher, � cetnent shall Ue weighed �rst. D. Measure the amat�z�t of fre� water in fine aggregafes within 0.5 percent with a moisture z�aeter. Carnpensate for varying z�aoistt�•e cnntents of �ne aggre�ates. Record number nf gallons of water as-batched an printed batch tickets. E. Dispense admixtures eit.�er �nanually using calibrated cantainers or measuring taulcs ar by means of an automatic dispenser approved by the manufacturer of the speciiic admixtux�e. 1. C�arge air entrainrnent and chemieal admixttues into fhe mixer as a solu�.on using an automatic cl�spenser ot- similar mctez•ing deaice. 2. Inject multiple admixtures sepa�•ately dux•ing t�e batching sequence. K�a MIXIN�G AND T�tANSPORTING A. Pravide ready-mixed conez-ete praduced by equipment complying witla ACI 318 and ASTM C94 and produced by a plant certi�ied by the NRMCA. Dp not hand-mix. �Tse truck tnixers carrying a rating plate confoiming ta TMMB 1 �0. Clean each transit mix trucic drum an:d i•everse druzn rnta�ion before tiuck proceeds under the batc�iing plant. Equip each transit-mix truck with a continuaus, nom-eversible, revolution counter showing the number of rev�lutians at mi�ng speeds. B. Transpori ready-mix canerete to the site in watez�ight agitator or mixer trucks laaded not i� excess of their rated eapacities as stated an the name platc. C. Keep �vater tanlc vaIve on each iransit tr�uck lociced at all iimes. Any addition nf water must be directed by the Engineer. Tncorporate vvater directed to be added by additional m�iup.g of at least 54 revolutions at mi�ing speed after tlie addit�on of all water. Meter alI added water and show the amawa.t of water added on each delivery ticket. D. Coznply with ACI 318 and ASTM C9� for ce�tral plant and rolling stnek equipment and methads. E. Select equipment of size and desig.n to pro�ide con�inuous flow of concrete at the de�ivery end. Use metal ar metal-lined non-aIuminum discharge chutes with slopes not exceeding one vertical ta t�nTo horizontal and not less than one vertical to three horizontal. Chut�s more than 2Q fe�;t Iong and chuies nat meeting slope requirements may be us�d if canerete is discharg�d into a hopper befare distribution. CDM Smit�� Eagle Mountain & Westside W7'P BII� CONSTRUCTION SP&CIFICATION 1�OCUMENTS City Px•oject No. I43335 January 2022 o� 30 oa CAST-IN-PLACE CONCRET� Page 12 of 24 � Da not retemper (Ynix with or without additional ceme�t, aggregate, or water) concieie or martar which h.as partially hardened. G. Handle concrete fro� mixer to placement providing concrete of specified quality in the placement area and not exceeding th.e ana�cirnum iime inteival speci�ted in Pazagraph 32 I.4. Dispatch truclfs frorn the batching p�ant so they a.x�rive at the work sitie just before the c�ncrete is tequired tp avoid excessive mixing of concrete while waiting or delays in placing successive Iayers of conc�ets in the forms. Remix for a minimum of S minutes prior to discharge or testing. H. Furnish a deliv�ry tici{et for ready mixed concrete to the Owne��'s Representative as each trucic arrives. Pro�ide a printed record of the weight of cenaent and each aggregate as batehed individually on each ticket. Use the ty�e of indicator that returns for zera punch or retu�xas to zera after a baich is disclaarged. Indic�te for each batch the vveight of fine and coarse aggregate, cernent, fly ash or ground granulated blast furnace siag, az�d water, moistui•e content of fine and coarse aggregate at time of batching, and types, brand and quaniity of each adxn�ture, the quantity of concrete deli�ered, the time any water is added and the amount, and tlle numerieal sequence of the delivery. Show the time of day batched and time of discharge from the truck. Indicate t�ae numl�er of revolutions of transit mix tru.ck. L Temperaiure and Mixing Time Conf�ol: 2. In cold weath�r {see Paa•agraph 3.$, C) rna.zntain the as-mi�ed tamperature of the concrete and concrete te�nperatures at the time of placement in the forms as indicated in Tab1e 3. If water or aggeegate has been heated, connbine water with a�gregate in the mixer before cement is added. Da not add cement ta mixtures of wate�r and aggregate when �he temperature of the mixture is greater than 90 degrees F. In ho# weather {see Paragraph 3.8,. D), cool ingi•edients before mixing to maintain temperature of tYte concrete below the m�imum placing temperalur� of 90 degzees F. Well-crushed ice may be substituted for all or part of the mixing water. Maxinr�um tirne interval between the addition of mi�ng water and/or cement to the batch and the iinal placi�g of concrete in tJ�e forms shall not exceed the values sl�own in the following Tab1e 2: 3 Q TABLE 2 CONCRETE TEMPERATL1ItE (27 Degree C) 80 Degree F to 90 Degree F{32 Degree C) {21 Deg�ee C) 70 Degree F io 79 Degree F(26 D�gree Cj (5 Degree C) 40 Degree F ta b9 Degree F(20 Deg�•ee C) MAXIMUM TIME 45 minutes b0 minutes 90 naanutes 5. If an ap.proved higb-range water-reduciz�g admixiure (plasticizer) is us�d ko produce plasticized concrete, the maxinnum time interval between the addition of mixing water andlor cernent to the batch and the final placing of cancrete in the forms shali not exeeed 90 minutes. CDM Smith BID CONSTRi7CTION SPECIFICATCON DOGUMEI�4TS Ianuary 2022 Ea��e Mountain & Westside Vi7Ti' City Project Nq. 1�3335 03 30 OQ CAST-IN-PI,ACE CONCRETE Page l3 of 24 3.3 A. : EXAMINATION Sectian Ol 73 �0 "E�ecution"; Requirements for installation examination. Verify requiremen�s for cancrete cover over reinforcement. C. Veriiy that anclao�•s, seats, plates,. reinforcement, piping, electrical conduits and aCher itezan.s to be cast into concrete are accurately placed, pasitione.d securely, and will not interfere with placing. conerete. D. At all tirrzes batch, mix, t�•ansport, place, and cure cancrete to t7ie inspectian of the Owne�'s Representative. Advise the Owner's Representative of readiness to proceed at least 24 I�ours prio�• to each eancrete placen�ent, The Owner's Representative will inspect the preparatians for concreting, including preparation of pxeviously placed concarete, reinforcing and .alignment, cleanliness, and tig}�t.�ess of formwork. Do not place concrete wathout the inspection �nd acceptance of the Owner's Represe�tative . 3.4 EMBEDDED ITEMS A. Sectiue to forms as required or set for embedment as rec�uired, misceIlaneaus ffietal items, sle�;ves, reglets, anchor bolts, anchors, inserts, a.nd ofi,�er items furnished under other Sectians and required to be einbedded into concrete. Set and secure such itezns in the locations and alignments needed sa they are not displaced by concrete placatarzent. B. C. D, E. C1ean embedded item� free of rust, mud, dirt, grease, oil, ice, or other cantaminants which would reduce or preveni bonding with concrete. Coat or isolate all aluminum embedments to prevent alurniuuzxi-concrete reaction ar electrolytic aetion i�etween alunainum and steel. Do not emUed piping in concrete unless zz�.dicated on Drawings. Dn not eitnbed electrical conduits in concrete unless indicated on Drawings and with Engineer approval for the final locat�ons and canf"igurations. F. Fabricate pipin.g and conduit �uch that cutting, bending, or re�ocation of reinforcing steel is nol' arequired. Satisfy the fallowing for pipes and conduits embedded within a slab or wall {other than thase znerely passing thraugh), unless otherwise indicated on Drawings or approved: 1, Maximutn outside dimension af pipe or conduit: Be not greater than one I:hird the overall thieIrn�ess of slab or wall, 2. Spacing �f pipes or conduits: Be greater than ar equal to three diarneters or widths on center. G. Close open ends af piping, conduits, and sleev�s ennbetided in conerete witYi caps or plugs prior to placing concrete. CDM Smith �agle IViountain �c Westside WTP SID CONS`FRUCTION SP�CIFICATION DdCUME,NTS City Project Na. 103335 7anuary 2022 03 30 00 CA.ST-IN-PLACE CONCRET� Page 14 of 24 H. Ensiue specified tests and inspectians on embedded piping are completed and satisfactoiy before starting cancrete placement. Ensure mechanical or elect�•ical tests and inspeetions are completed and satisfacto�y prior to starting conerete placement. Do not place concrete untii unsatisiactory iiems and conditions have been canected. I. Position embedded anchor bolts using templat�s. J. Coi�reet einbedded items not i�stalled in the location or alignment z�eeded or displaced by conerete placement wit�out additianal compensation. 3.5 PREPARATION A. Section 01 73 00 "Executian": Requirements fox installation preparation. B. Pxeviausly Placed Concrete: 1. Prepare joints as speeified 3n Section 03 25 00 "Concret� Joints az�d Accessories". C. Remove debris and ice �om formwork, reinfnrcement, and conerete substrates. D. R�move water from areas receiving concxete before concrete is placed. 3.b CONCRETE APPEAR�-1NCE A. Rem'vc conerete showing eit3ier poor cohesion or poor coating of the coarse aggregate with paste. Reject remixed concrete showing eitlaer poor cohesion or poaz coating of the coars� aggregate with paste. Make, at no additional cost to the Owr�er, changes in the concrete mix design for futtue deliveries only by adjus�ing one ar m.oxe of the following if the slump is within the allowable litnit, but excessive bleeding, paar worlcability, or poor �Zz�zsh ability are obs�rved: 1, Crradatian of aggregate. 2. Proportion of �ne and coarse aggregate. 3. Percentage of entrained air, wzthin the allowabl� limits. B. Provide concrete having a homogeneaus structure whieh, when hardened, wi11 i�ave th� specified strength, durability, and appearance. Provide mixtures and workrnanship such that co�crete surfaces, when exposed, will requue no fir�ashing except as specified in Section 03 35 00. 3.7 IlVSTALLATION A. Placing Concrete: 1, Place conerete according to ACI 30I and350. 2. Notify testing laboratory Owner's Representative minimurn 24 haurs prior to co3nmencement af operations. 3. Ensure that reinforeement, ins�rts, eanbedded parts, formed expansion and contraction jflints, and waterstops are not di:sturhed during caner�ts placement. C�M Smikh Eagle Mauntain & Westside �VTP BID CONS'I'ItUCTION SPECIFICATTDN DOCUMENTS City Praject No. 103335 Januaay 2022 03 30 00 CAST-IN-Pt,ACE GONCRET� Page 15 of 24 4. Install vapor retarder under interior slabs an grade according 4o ASTIVI E 1643. 5. Lap vapor retarder joints mznimum 12 inches and seal wate�tight hy adhesive applied between overlappzztg ecEges and ends. 6. Rapairs: 7 10. 1 l. 12. 13. a, Repair vapor �-etarder damaged duri�g placement of concrete ie'vafoz•cemeni. b. ilsing vap�r retarder material, lap over damaged areas minimum 12 inches and seal watex-tight. Verify tk�at formwork campletely en.closes concrete to be placed and is s�curely braced prior to conerete placement. Remove ice, standzng water, dirt, debris, an.d other foreign mate�xals fiom forms and exposed joint surfaces. Con#"�rrn that rein%r�ement and other embedded atezns are securely in place. Have a worker at the location of the placement uTho can check that reinforcement and embedded items remain in designated Iocations and alignments while conerete zs being placed. Sprinkle se�zu-porous subg�-ades or farms to elitr�inata suction of wate�- from the mix. Do not place concre�e on frozen subgrade,. snow, ox' ice. Depasit cancrete as near its final pasitian as possible to prevent segregation due to rehandling or flou,i�g. Place concrete continuously at a rate t�at allows t�e con�rete previousiy placad to be integrated with fresh plastic concrete. Do not deposit concrete whieh has partially hardened or has been con#azninai�d by foreign materials or on conerete which has hardened suf#`�ciently to cause %rmation of seams or planes of weakness within the sEctian. If the section cannot be plaeed confinuously, place constructian joints as specified or as approved. Pumping of concrete will be permifted. Use a mix design and aggcegate siz�s chosen for puznping and submit for approval. llo not use pipelines made of aiuminum or aIuzninum a11oy. When concrete is pumped, dete�mine slump at point of truck discharge and determine air content at pnint ofplacement, Remove temparary spreaders frotn� farms when the spreader is no longer needed. Temporary spxeaders may remain embedded in concrete only when made of galvat�ized steel or concrete and ifprior approval has been obtained. Do not place concrete for supported elc�.aents until concrete prevz.ously placed in the supparting element has attained design strength. Where surface morEar is to form the base of a finish, especially surfaces d�signated to be painted, work coarse aggregate bacIc from fo�s to bring the full surface of the mortar against the fbrm. Prevent the fatxanation of surface �oids. Slabs: a. After bulkheads, screeds at�d jointi_ng materials have been positioned, place concrete cantinuously between joints beginning at a bulkhead, edgeform, or corner. Place each batch inta the edge of the previously placed conerete to avoid stone pockets and segregation. b. Avoid delays in pIacement. If there is a delay in plaeement, spade and consolidate concrete placed aftei• the delay at the edge af pi•eviously pIaced concrete to avoid cold joints. Sring conerete to correct level and strilce off with a straightedge. ilse bullfloats ar daxbies to smoot� the surface, leaving ik faree of humps ar hollaws. c. Where slabs are ta be placed integrally vu�ith th� walls below thezal, plaee �he walls and compact as specified. Allow one haur to pass between placement of the t�vall and the overlying slab to pe��zanit consolidation of the wall concrete. Keep tap surfaca of the wall r�aist to prevent cold jaints. CDM Smitli Eagle 1Vfauntain & Westside WTP BID CONSTRUCTIQN SP�CIFICATION I]OCUMENTS City Pr�ject No. 103335 ranuaiy 2022 43 3� 40 CAST-IN-PLACE C.ONCRETE Page l6 of 24 I: i4. Fox�aed Concrete: a. Place concrete in forms uszng h•emie tubes taki�ag care �a prevent se�'egation. Maintain bottom o£ tremie t�bes near the s�rface of concrete �lready placed. Do not permit concrete to drop freely nr�oz�e than 4%et. Place concrete for vvalls in 12 inch. to 24 inch Iifts, lceeping the surface horizontal. If a high-range water-reducing admixture is used do not �errnit concrete ta drop freely more than 15 .%et; ma.x�murn lift tilickness nat to exceed 7 feet. �5. Bollaxds: Conform to requu•ements specified above for forrned concrete and completely iill pipe with concrete as indicated. 16. Maintain records of concrete placement, including date, locatifl�►, quantity, air temperature, and test samples taken. 17. Flace floor slabs in iuudicated cheekerboard pattern. Compacting: �� 3. � C'� Consolidate con.crete by vibration and puddiing, spading, rodding, c�r farking so that concrete is cornpletely vvorked araund reinforcement, embedded iterns, and openings and into corners of forms. Continuausly perforr�n puddling, spading, rodding, and forking along with r�ibration of the placement ta eliminate air or stone packets �vhich �aaay cause h�neycozxjbing, pitting, dr planes of weakness. C.ompact concrete with mechanical vibrators. Do not order canct•ete until vibrators (includi_ng standby un.its in working order) are on the job. Where epoxy coated reit�o�•ci�g is provided, us�e vibratars with rubber or non-metallic vibrato�• heads, Use mechanical vibzators having a mrninn.um frequency of 5000 vibrations per minut�. Insert vibrators and withdraw' at points from 18 inches ta 30 inches apai�t. Vibrate s�fficiently at each insertian ta consolida�e concrete, generally from 5 to 15 seconds. D� not over vibrate so as to segregate. Keep standby vibrators on the site duririg concrete placing operations. Concrete Slabs: Vibrate concrete slabs less Chan 8 inch thick by vibrafang screeds. Vibrate cancrete slabs 8 inches and thicker by inte�-nal vibrators and {optianally) wit1� vibrating screeds. Place vibrators into concrete vertically. Do not lay vihrators horizontally or lay over. Walls and Columns: Use internal vibratars ratl2er than form vibrators, unless otherwise approved by the Engineer. General: for each vihratar needed to level the batch ai the pnint of discharge, use one or more addiiional vibrators to densify, homogenize, and perfect the surface. Insert vibrators �erticaU.y at regular intervals, through fresh eoncrete and slightly into the previous lif�, if any. Amount of Vibration: Use vibrators to corisolidate pxoperly placed conerete. Do not us� vibrators �o move ar h�ansport concrete in the forms. Contir►ue vibrat�on until: a. Frequency oivibrato�• x•eturns to izormal. b. Surface appears liquefied, flattened and glistening. c. Trapped air ceases io ris�. d. Coarse aggregate has blended into surface but has not disappeared. CDM Smidi �agle Mountain & Westside WTP BIIl CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103335 7anuaiy 2Q22 03 30 00 CAST-IN-PLACE CONCRETE Page 17 of 24 3.8 /� PROTECTION Protect aIl concr�te worlc agaznst injury from ihe ele.�nents and defacements oiany nature du��ing construction operations. B. Protect finished su�•faces and slabs �rvhenever ambient conditians af humidity, temperature, sunlight, and wind may result in the rapid evaporation of water fi•om the concrete, to pz•event checking and crazing, until the begi_nniug of curing. C. Cold Weather Conereting; 2 3. 4 For this �pecification, `cold weathez•' is defined as a period when far more thata three successive days, the averacge daily outdooi� temperature ds�aps belor� 44 degrees F. Galculate a�vera�E daily temperafure as the average of highest and lawest temperature during the period �.'om midnight to midnzght. Batch, deliver, place, cure, and protect concrete during cold weather in cornpliance with the recornmendatinns of ACI 3Q6R and �he additional reqitirements of this Section. Review cold weather concreting plan at preconst��uction ineeting, Include methods and procedures foi• use C1LlClri� cold vveather including the production, transpartation, placement, protection, curing, and tempet•ature monitoring of conct�ete and procedures to be irnplerzaented upon abrupt chan�es in weather conditions or equipment fai,lutes. Maintain minimum temperature of concrete immediat�ly after pZacement and during fhe protection period as indicated in Table 3. The te�perature of the concrete in plaee and during the pi•otection period sha11 not exceed these values by mare than 20 degrees F, Pz•event overheating and non-unifoim heating of the concrete. TABLE 3 Min'tmum Concrete Temperafures For Section Dimensions MinTrnum Cancrete < 12 inches Tem.perature: SS degrees �' 12 - 36 inches 50 degrees F Protect concrete during periods of cold weather to provide coratinuous warm, maist cur-ing {with supp.lementary heat when required by r�eather eonditians) for a total of ai least 350 degree-days af curing. a. Degree-days are defined as the total number of 24-hour periods multipIied by the weighted average daily air temperature at the sui�face af the concreEe, where 7 days at an average 50 degrees F equals 350 degree-days. b. To calculate the weighted average daily ai�• ternperature, sum hourly measurements of air temperature in the shade at cancrete surface taking any m.easurement less than 50 degrees P as 0 degrees F. Divide the suna �ius calculated by 24 to obtain the weighted ave�•ag.e tempei•ature for that day. 6. Do not use salt, rnanure, or othe�• chernicals far protection. 7. At the end of the protection period, allow the concrete ta cool gt•adually to the ambient te�nperature. If w�ater curing has be�n used, do nat expose cancrete to temperatures bela�v CDI1Q Smith Eagle Mountain & Westside WTP BJT] CONSTRUCTION SPECIFICATION 1�OCUMENTB City Pcoject No. 143335 7anuary 2022 03 3D 00 CAST-IN-PLACE CONCRETE Page l8 of 24 those shawn in Table 3 until at least 241��urs after water curing h�� been terminated and air-diy concrete for at Least 3 days priar to iirst exposuz•e to freezing tezanperatures. 8. During pe�-iods not defined as cold weatlzer, but when fieezing temperatures are expected OT OCGLlT, pratect concrete sw-faces �rom fi•eezing for the f�rst 24 hours after placing. D. Hot Weather Concreting: l. � 3. 3.9 k'ar this Specifi�cation, `hot �eather' is defin�d as any cambination of high air temparatures, low relativ� humidity, and win.d velocity w�ich praduces a rate o� evaporatian as estimated in ACI 305R, approaching nr exceeding 02 pounds per square foot per hnur. Batch,. deliver, place, cure, and pratect conerete during hot weather in eompliance with the recommer�da�ions of ACI 305R and th� additiflnal requirezr�ents of this Section. Temparature of concrete being placed shall not exceed 30 degrees �'. Maintain a uni�arm conerete zni�c temperature below this Ievei. The temperat�,ue of the concrete shall not eause lnss of slump, flash set ar cold joi�ts. Pi•omptly deliver cancrete to the site and prompiiy place ihe cancrete upon its arrival at the site, nat exceeding the m�imum time interval specified in Paragra�h 3.2 N.4. Pz•ovide �ibratinn immediately after placement. Tke Engineer may direct the Cont�actor to ixnmediately co�ver concrete with sbeet curing inaterial. a. b c. Review hot weather cnncretit�g plan at preconstruction meeiing. Inalude methods and procedures foi• use during hot weather, including productinn, placement, and cuzing. REMOVAL OF FORMS A. Do not remnve for�ns before co.ncrete has attained a sirength of at l�ast 70 �aercent of its specifie� design strength for beams and slabs and at least 3� percent of its specified design strength fa� wa11s and vertical surfaces, nox before reaching the followi�g nurnber of day- degrees of curing, whichever is Longer. TABLE �4 Fnrms �or Beams and slabs Walls and vertical surfaces (See definit�on of degree-days in Paragraph 3.SC). Degree Days S00 10� B. Do not remove shores until canerete has attained at least 7D percent of i�s specified design stren�th and also sui�cient strength tn support safely its own weight and construction live loads. C. In cold �reather when temperature of concrete exceeds ambient air temperature by 20 d�grees F ai the end af the protection period, loosen forms and leave i�� place for at least 24 hauz's to allaw conerete to cool gradually to ambient air ternperature. CDM Smith 8agle Mountain & Westside WTP BTD CONSTRUCTION SPECIFICATIOr! DOCLIMENTS City ProjectNa. 1Q3335 Jamiaiy 2022 03 30 00 CAST-IN-PLACE CONCRETE Page 19 of 24 3.10 A, B. C. D. E. F, FIELD QUALITY CONTROL Sectaon O1 4� 00 "Quality Requirements": Requirez�aents for inspecting at�d testing. Peiform inspection and testing according to ACI 31$. Provide unrestricted aecess to Wozk and caopei�ate with appointed testing and inspection firm. Submit propased znix design af each elass of concrete to tesfin� fiim for �•eview a.nd appro�al prio�• to commencement of Work. Concrete Inspections: 1. Continuous Placement Inspecfion: Inspect foi proper installation procedures. 2. 1'eriodic �zring Inspeciion: Inspect for specified curing ternperature and procedures. Strer�gth Test San:iples: 1. �ampling Procedures: Comply with ASTM C172. 2. Cylinder Molding and Curing Procedures: a. Camply witb ASTM C31. b. Cylinder Specimens: Standard cured. 3. Sample concsete and inake one set of five cylinders for eveiy I00 cu. yd. or less oF each class of concrete placed each day, and �ar every 5,000 sq. #�. of siu�ace area for slabs and walls. Fox�m speciinens in b inch diameter by 12 inch Iang non-absorbent cylind.rical malds. 4. If volume of concrete far a class of concrete would provide less than five sets of cylinders, take samples from five randomly selected batches, or from every batch, ii less than five batches are used. 5. Make one additinnal cylinder during cnld weather concreti_ng and �eld cure. G. Field Testing: 1. Slu�np Test Method; Co�aaply with ASTM C143. 2. Air Conteni Test Metliod; Ca�xzpIy with ASTM C 173. 3. Temperature Test Metl�od: Camply with ASTM C106�4. 4. Campressive Strength Concrete: a. Measure slump and temperature far each sample. When cancrete is pumped, slump wiI1 be datermined at poin.t of truck discharge. If the slump is outside the specified range, the conerete will be rejected. b, Measure air content in air-entrained concrete %r each sarx�.ple. Air content for concrete made of ordinary aggregates having low absorption shall be made in compliance with either the pressure method complying with ASTM C231 or by the volum�trie method complqing vvitI� ASTM CI73. If agg�•egates with high absarptzans are used, use fhe latter test method. When concrete is puynped, air content will be deteramined at point of �lacement. CDM Smiih Ea�le Mountain & Westside W'I'P BID CONSTRUCTION SP6CIFICATION QOCUMENTS City Project No. I03335 .Tanttary 2022 Q3 30 00 CAST-IN-PLACE CONCRETE Page 20 af 24 H. Coaperate in the making of tests by allowing fiee access to the work far the selection of samples. provide foiu� �'irmly braced, insulated, heated, closed wooden cuting baxes, each sized to hold ten specimens, complete with cold vveather ternperahu'e and hot weather terzaperature contcol therrr�ostat for initial c�uing and stox•age from time of fabrication until shiprnent ta the testing lab. Protect the specimens against injury ar loss through construction operations. Fux�nisb material and labor required for �purpase of taking conczete cylinder samples, I. I�. Cylinder Carnpressive Strength TeStin:g: 1. Test Method: Cornply with ASTM C39. 2, Test Aceeptance: According to ACI 318. 3. Test one cylinder at se�en days. 4. Test one cyiinder at fourteen days. 5. Test two cylinde�s at 28 days. b. Retain ane cylinder for 56 days (for testing when zequested by Engineer). 7. Dispose af remaining cylinders if testing is nat requi�-ed. S. When the average 28-day compt•essive strength of fhe cylinders in any �et falls below the requued campressive strength or below proportianal minimum seven-day or i4-ciay strengths (where proper relation between seven, 14 and 2$ day strengths have been established by testsj, change propoa�tions, cementitious cantent, or temperature conditio�s to achieve the required strez�gths without additional eompensation. Core Compressi�e Sirength Testing: 1. The Engineer andlor Owner's Representative may ha�e cores taken fi•om any questionabl� area in ihe concrete work such as caristcuction joints and otlaer locations as required fo�t• determinatian of conerete quality. Use results of tests on such cores as basis for accep�ance, re�ection, or d�termining the continuation o£ concr�te worlc. The rigi�t of the Engineer and/ar Owner's Representative to take such cores shall not be construed as ereating any obligation to take such cores, and nat exercising t�is rrighi to do so shall �ot relieve Contractor from meeting specification requirements. Coaperate in obtaixziug cores by allowing free access to tl�e �vork and permitting the use of Iaddeis, seafFo3ding, and such incidental equipment as may be required. R�pair core holes with non-shi-ink grout as specified in Secti.on 03 60 00 "Grouting." Work of cutting, testing, and repairing the cares wi11 be at the expense of Contractor if defective work is unea�ered. Tf no defective wor� is �'ound, such cost wili be at the expense of Owner. 2. Sampling and Tesiing Pracedures: Comply wit11 ASTM C42. 3. Test Acceptance: According to ACI 318. 4. Drill five cores for each failed strength test frobn. failed concrete. Water-Saluble Chlnride Ion Conccntratioz� Test Method: 1. Comply with ASTM C1218. 2. Test at 28 days. 3. Maximum Chloride Ion Concentration: As p�rmitted by applicable code. CDM Smith Eagle Mountain & Westsicie WTP BYD CONSTRUCTiON SPECIFICATION DOCUMENTS City ProjectNo. 103335 7am�ary 2022 03 30 oa GAST-IN-PLACE CONCRETE Page 21 of 24 L. Patching: 1. Allow Engineer to inspect concrete stn•faces immediately upon �-emovaI o� forms, 2. It is the intent of tl�ese Specificat�ons ta require quality worlc including foi�g, tnixing, and placement of cancrete and curing so coznpleted concrete suat�E'aces vvill require no patching ox• repairs. 3. As soon as forms have been stl-ipped and concr�ie sLu-faces exposed; remove fins an.d other prajectians; fill recesses lefi by th� remaval o£ form ties; and repair surface defects r�vhich do not irn.pair structural s�rength, Clean exposed canerete surfaces and adjoining wark stained by lealcage of eoncrete. 4. Immediately after removal af fo�-nns, remove tie canes and metal portiozas af ties as specified in Section 03 lU fl� "Concrete Foi�ing and Accessorzes." Fill holes promptly upon stripping as foliows: Moisten th� hole with water, �ollowed by a 1/1G inch brush coaL of neat cement slurry mixed to consistency of a heavy paste. Immed�ately plug hole with a 1 to I,S mixttu•e af cement and cancrete sazzd mixed slightly da.�np to the touch {just short o£ "balling"}. Hammer g�•out into the hole until dense, and an excess of paste appears nn the surface in the %rm af a spidez• v�eb. Trowel smoo� wiY1� heavy presst.ue. Avoid bwrnishing. 5. When filling tie cone hn1Es and patching or repa.il-ing expased suriaces use the same source of ceme�t and sand as used in the parent concrete. Adjust colox• to match by addition of white cement. Rub lightly with a iuie carbo�ndum stone at an age o� one to five days as necessary to bring surFace down with parent concrete. Do not damage ar stain virgin slcin of surrounding pairent concrete. Was1� thnroughly fo remove rubbed matter. 6. For very heavy (generally formed) patches, tlie Engineez• may order t�ie addition of pea gravcl ta the mi.�.i�re a:nd the proportions rz�odified as follows; IWlaterial Volumes Wei ts Cement 1.0 1.0 Sand 1.0 1,0 Pea Gravel 1.S 1.5 Patch imperfections as directed by Engineer. Defective concrete and honeycombed �eas: C�aip d�wn square and at Ieast 1 inch 1-in deep to sound concrete with hand chisels or pneumatic chippin� hammers. Irregular voids or surface stones need not he removed if they are sound, free of laitaiice, and firmly embedded in the parent conczete. If honeycomb exists araund reinforce�nent, chip to provide a clear space at least 3/8 inch wide around the steel. Far a.reas less than I-1/2 inches deep, the patch may be made in the same manne� as described avave for filling form tie holes, care being exercised ta use adequately d�y (nan-trowelable) rnixtures and to avoid sagging. Thic�er rapairs wilI require build up in successive 1-1/2 inch layers an successive days, each layer being applied with slurry as described above, M. Defective Concrete: 1. Description; Concrete not c�nforming to required lines, detarls, dimensions, tal�rances, or specified requirements. 2. Repair or replacement nf defective concrete wi11 be determined by Engineer, 3. Da nat patch, fill, touch up, repair, flr raplace e�poaed concrete except upon express direction of Engineer for each individual at`ea. CDM Smith Eagle Mountain 8c Wastside WTP gID CqNSTRUCTION SPECIFICATrON DOCUMENTS City Pcoject Na. ] 03335 .Ianuary 2022 03 30 00 3.11 FA.ILURE TO MEET REQUIREMENTS CA5T-IN-1'LACE CONCRETE T'age 22 af 24 A. Should the strengths shawi�. by the test specimens made and tested in compliance with the previous provisions fall below th� values given in Table 1, th.e Engineer may require changes Sn proportions or inaterials, or both, to apply ta the r.ernainder of the worl� in accordanee �vith Paragraph �.7E. Furthertnox•e, the Engineer may require additional cux7ng on those partions af the st��cture represented by the test speci.z�aens which fall helow the values given in Table 1. The cost of such additional euring shall be at na additianal cost to the Owner. In ihe event tllat such additional curing does uot give the st�ength required, as evidenced by core and/ar laaci fests, the Engineer may require strengthening or replacement of those portions of ilie 5tructure which fail to develop tlie �•equized strength. Coring and testing and/ar load tests azid any strengthening or concrete replaeement required because strengths of test specimens are below that specified, without addiiional eornpensation. iu such cases of failtue to meet strengtIa requirements, Conh•actar and Owner sY�all confer to determine whai adjustmenf, if any, can be made in compliance witla Sectians �itled "Strength" and "Failtue to Meet Strengih Requirements" nf ASTM C94. The "puxchasez" referr�d to in ASTM C94 is the Cont�actor. B, When the tests on cont�ol specimen� of cancrefe fall below the requued strengih, the Engineer vui11 permit check tests iar strengths to be made by means af typical cores clrilled from the structi.ue in compliance with ASTM C42 and ASTM C39. In cases where tests of cores fall belaw the values given in Table 1, the Enginee�, in addition ta othex• xecourses, may require load tests on any one of the slabs, walls, beanns, columns, piles, and pile caps in r�vhich such concrete was used. Test need not be made until c�ncrete has aged 60 days. The Engineer may raquire strengthening or replacemen,t of those po�tions of the structure which fail ta de�elop the requi�red strength. Perfaim coring and testing, Load tests, a�ad any stren�theniaag. or conerete replacement required because strengths af test specimens are below tbat specifiEd, �rvit}a:aut additional compensation. C. Should the strengtla of test cylinders fall below 60 percent of required minimum 2$-day strength, concrete shall be rejected, removed, and replaced without additional campensation. CDM Smit4i Eag1e Mountain & Westside WTP BID CONSTRUCTION SPECIFTCA,TIQN DOCUMBNTS City Praject l�Io. 103335 daniEary 2022 03 30 00 CAST-IN-PLACE CONCRET� Page 23 of 24 3.12 � SCHEDULE Fol�owing Table 5 a�re general applications for various concrete classes and design strengths; Class Design �tren�th {psi) A 2,500 B 3,500 C 3,50fl TABLE 5 Descri t� ian Concret� filI, concrete �11 for bollards, Elect�ical raceway encasement Pipe Encaseznent D1 (E1} 4,000 (4,500) St��uctw�al concrete, foundation mats and slabs, walls, and footings lb inches anc� greater iu tl�ickn�ss. D2 ( E2) 4,0[}0 {4,500) Except as noted abov� for Class D1 and E1 conc�•ete: St�uctuz•aI concrete greater than 10 inches in tliick- ness including walls, slabs on grad�, elevated slab antd beam systems, columns, gxade beams, piles, drilled shaft {without Air Entrain for drilled shaft), pile caps and a11 other structura� concz•ete greater tk�an IO inches in thickness. D3 (E3) 4,000 (4,500) StiucturaI concrete 10 in�hes or less in thickness in- cluding walls, composite steel floar deck, slabs on grade, elevated siab and beam systems, columns and all other stz�uctural concrete IO inclies or less in thickness. F 4,SOp Topping �or precast concz-ete, Cancrete Grout, and starter wall. 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IN MHIXE Ofl PNSC, FUR Mi oiHER MlGI¢! yII1Ho�! mE W�RiEN ��JlHpIRATON 0� cVM S�Ntrl, � � � � � tr s � � � � g'i F '1 < M �T¢5� � � a � &�� m �� , m� ,.�� m �� O � �n o �y °z n -� z � md o A � � � a � �00 mm z� ra �� c '�' � m � -a a z m r m m � t� � �3 nri xD m� v c r m m 0 SI� �€�p � � �a �� K�� A�� R APPENDIX APPENDIX GC-4.02 Subsurface and Physical Conditions GC-6.07 Wag� Rates C1TY OF FORT WORTfI Eagle Moantain & Westside Wi'P BID CONSTRUCTIOId 5P�CIFICAT`ION DOCUME}VTS City Project No. i03335 Decen�ber 2Q21 APPLNDIX GCa�e02 S�ab�unr°fac� �.n� lP�.ysical �o�di�Il��s C1TY pF FQRT WORTH Eagle Mountain & VJestside WTP BTD CONSTRUCTiON SPECIFICATION �OCUIViENTS City Project No. 103335 Decem6er 2021 ....��,�0�� _� �� 4,J� October 11, 2021 Mr. Matt Dobbertien, PE, PMP Enrrironmentai Ertgineer, Projec# Manager CDM Smifh 801 Chery Street, Unit 33, Suite 1820 Fort Wortf�, T�xas Phone: (817} 916-2905 Cell: (817) 455-2687 EmaiL dobbe�ienmf@cdmsmith.com Re: SubsurFace Explora#ion & Laboratory Testing Proposed W�ather �'roof Enclosu�es �agle Mauntain and W�stside Water Treatment Plant For� War�h, Texas AGC F'raject No. DE21-155 Dear Mr. ❑o�bertien: GEOTECHNiCAL EhlGINEERII�G ENVIRO3JhlI�NTAL C�N511LTING EflNSTRUC71pN iV�ATERi11L5 �NGINEERINGAN� TESTING CONSTRL[CTIQN INSPECTIOM T4�e projec� consists o'f constructing three (3) pre #abricated metal buildings o�er existing high service #acility pump stations and associated piping. Due #a the risk of #ailure and service disruption occurring during a natural disaster, pre-#abricated buildings are proposed to enclose the suhject high service pum� stations. Two (2) af the buildings wiH be constructed at Eagle Mauntain Water Treat�nent Plant located at 6801 Bowman Roberis Road in Fo� Worth, Texas. These buildings will have an approximate plan size of 5,d5a s# and 12,�50 sf. ane (1j of the building will be constructed ai the West Side Water Treatment P[ant lacaied at 12200 41d Weatherford Road in Aledo, Texas. This building will have an approximate plan size af 5,550 sf. 1# is u�derstood that the pre-engineer�d mefal buildings will include insulated walls and roo# panels t� cover all pumps and exfend beyond the sucfion and discharge heade�s. It is fu�her understood that the areas between the structur�s will be pa�ed or storied ta accommod�te the process of equipment handling. This subsurface explvration ar�d laboratory testing investigation was performed by R1liance Geatechnical Group {AGG} in order to assist CDM Smith with their geotechnic�l in�estigation for this praject. As requested, the field inwestiga#'ran consisted of �rilfing a total of six (B} test borings (Borings B- 1 thru B�6� for the proposed project. Two (2) of the test borings (Borings B-1 and B-2} were drilled at the Westside Water Treatment Plant� The remair�ing four test borings {Borir�gs B-3 thru B-6} were drilled at the �agle Mountain Water Trea#rr�ent Plant. However, d�e �o potentia! conflict �rith existing underground utilities, on� the fiest borings (Boring �-5) was terminated at a depth of 3 feet below existing grade wEthin potential utility trench bac#cfill. The location and dept�s o# the test borings were selected loy CDM Smith. The borings were located ai the approximate locations shawn an the attac�ed Plan of Barings �Figures 1A and 1 B). '" � h� p¢ R Dallas o�t Worch � Frisco m Longview o Huntsvilke 4 Dayton � 322$ Halifa+c 5treet. Dallas, l-exas 7�?47 "'' Tei. 7-�� -SS89 a F x: g7?-4a�l-�893 o www aggengr com �Hi�h Service Pump S�tation Weatherproof Enclosures Pro�ect Geotechnical Memprandum 12-2-21 �-_ �� "-� ��` . _ Subsurface Exploration & Laboratory Testing Proposed V11ea�her Proof Enclosures Eagle Mountain and Westside Watar Treatment Plant Fort Worth, Texas AGG Projeci No. DE21-155 Page 2 A con�entional t�uck mounted drilf rig was used ta advance the test borings. Undisturbed samples of cohesive soils were obtained at intermitEent intervals with standard, tF�in-wafled, seamless tube samplers. These samples were extrud�d in the field, logged, s�aled, and packaged to pro#ect therr� from dis#urbance and maintain their in-situ moisture content during transportatian to our laboratory. The re�ative density of the soils and wea#hered iimestone were occasivnally evaluated dy the Standard Penetration test in canjunction with split spoon sampling. The Standard Penetration test in�olves dri�ing a standard 2 inch diameter sampler a total af 18 inches and recording the blow counts and driving distanc�s fnr each 6 inch or 50 biow increment. The first 6 inch tirive is for seating purposes. The results of the Standard Penetration test are recorded at the r�specfive testing depths on the Logs of Borings, The rock encountered in the test borings was occ�asionally evaluated Eay the Texas Departrn�nt of Transpartatian Per�etromefer (TxDOT Cone} test�. The TxDOT Cone is driven w�th #he resulting penetration in inches recorded for 'f 00 blows. The results af the TxDOT Cone test are recorded at the respective testing depths an the Logs of Borings. Ir� addition, the rack was furkher e�aluated by rock coring. The results of the boring program are presented on the Logs of Borings, Figures 2 thru 8. A key to th� descriptiv� terms and symbols used on the logs is presented on �igure 9. The soil and roc€c samples obtained during fhe drilling operations were logged in tF�e field by an AGG Staff Engir�eer (EITj. The bvring logs were prepared by AGG. C�M Smi#� representativ�s develaped the laboratory testing program. Laboratory tests were conducted ta classify the soil and to e�aluate the strength of the soil and rock present at the sit€. Soil Classification tests consist�d of Atterberg limi#s �plasticity index), percent �assing #20D sisve, sieve analysis, moisture cantent arrd dry urtit weight determinations. The strength of #he soil and rock was estimated using hand penetrometer test, uncor�fin�d compressi�e strength testing and UU triaxial tests. Absorp�i�n sw�ll t�sts were p€rformed an selected clay soil samples. The results of aur testing program are presented on the Logs of Borings, Figures 2 through 18. As showr� on the Dallas Sheet of the Geological Rltas of Texas, Westside Wat�r Treatment Piant site is �ocated in an area und�rlain by deposits of Kiamichi Formation. This formation typically consists of clay, calcareous clay underlain by lim�ston� and shale. T�e Eagl� Mountain Water Tre�ment site is located an area unCferlain by the Fork Worth Limestone ar�d Duck Creek Formation. The Fort Worth I�mestnne typically consists of limestone with aEt�rnating clay layers. The Duck Creeic F�rmation typically consists af f3mestone and marl, Soifs derived firom these �ormations typically consist of plastic clays exhibiting a high shrinklsvu�ll pntential with variations in maistur� content, High 5enrice Pump Station Weatherproaf Enclasures Project Gaotechnical Memorandum 12-2-21 �� UP Subsurface Exploratian & Laboratory Testing Proposed Weather Proof Enclasures Eagle Mountain and Westside Water Treatme�t Plant Fort Worth, Texas AGG �rajecf No. DE21�155 Page 3 We thank you fior the oppartunity to provide you with our subsurtac� exploration and laboratory testing services. If w� can be of f[arther assistartce, please do not hes�tate to contact us. Sinc�rely, �LLI�NC� Cl�OTI��F;NI�P►� � Engin�er , P.E, ��t�t��e�.� _ �� Attachmenis: �'lan of Borings — Figures 1A and iB Logs of �oring — Figures 2 thru 8 Ftey to L.og Terms & Symbvls — Figure 9 Swell Test results — Figure 10 Siev� Test Results — Figure 11 UU Triaxial Test Resuits — Figure 12 High Service Pum� Station Weatherproof Enclosures Project Geotechnical Memorandum 12-2-21 � Y r #� �-�.l� i .. } r t� ' �. � tl� � �* , * � �� *�.�� f�F � y Y� �". - F� �i .•. ' ,I } #' ' � F-� ��. � *iL . � _ � r �-_ _ ��.- {� � �� . . ,�f�� i�, � .� � � ` �' '� ��Jr, '�k� '� � �*.r'� I� . � � - -- -+ - -rt*f�'I�ki�r !`•�.••r.� --- -' '�' - _ - ��'`}li��N V MIkL� "' _ ' __ _�.- ' " __ Praject Na: 1�— -i��l�'�� 214'155 ��i �� i� � � ��T��i"�li��l� l ��3P l�II�S'�SI�E 1A1Ai�R �REAiiVi�Ni PL.AN� �'ICU�� iVO: �� OR�'F;, 1��X�5 'j � High Servica Pump Station Weatherpraaf Enclosures Project Geatechnical Memorandum 12-2-21 � - M .�;• ��. � r��l��I -- ;�� ' �r �1�� lxf _ � 4 � , �F� Q� ��•� ll ' ��r�� 5'� � �� 41 � .�.-� � I .* ��`T� �+ I � I i ' � Y� w �� I� RT � i �� z� t ;� � � �f I -r I f_. . � � . � I ; `; � �� . � , y��1 h� A .f�r i� �� .��{ �� .� ��' � _ . � , . - r,+ Fk �ii e.- 'i #� � �=ir � y�'� r �}M w� 5 L. ��"'�1 �iF� �� } � � *�y. •�}�' li5 . . �' " � I�" * :`i n'�O . - ' � � I ��r' ��. � " . ' ' �� !� n��a� �� - � �J � ' w F ° � � � � �!- � , � `I �I �� i - ' � + � ; � , : � � . . - �:.�� . , . °. � � , �•� ' ,`'�' ' '�`�� ' . �� }�' � �� -i ��.•- � Try�~ '{5. '� � i4. " �.I�� . �� i�r'. . 'f :?M�• �'' ,��f , , •, ` r�� . _ � J�' I' S ,,� F � , � ,ti. � �' �f' � r�� ; � : . ��{� . . . � ,%'J, :± , �'' : '- , . , *,• �. .�. w + i , . 5 k• � ' � , + �, {�. � h � �+ � �w �"+� �h�� •�+�� .y� *�,,� . +'�' � �,: � �r�`��'F� �l '��- � --. �� . .� � �. . � �� : � ` +� "— -�. . � � � _fi. . �:.� ��h�r'� � �.- k • ; � I . x I � �- + - �}�.�' ��'I+.�{ �' • ` '�� , : ,�' �� f � '��. I �� .+� --, ` � � I ' � � �� ` � � I ' �y '+ �'' � � Y �� ' � � ly'k.+ . .� �4, � � ~ ' " � � I � � �w#�!wR�r1w�' . �•, 1i1w� � �I� - -+ ��+'w�"�fw,**+= � w _� �,.� I i -� . . . F �; *+r . ��, �+� C'' . " �: � t' l.� ��'" � � G � ..� � .I � �� '� . �� . �`�. ; ;�� {{ . ,..� ►��.' 3- .— , � F�.��.. 1 �f ,� �i � � _ �.. � .y' , _ F.� �f. i.. - - + ; . . 'y ' "k�` y�'�{+ ��y, `� � '�1�-� '"" I {��,r{# .,. .R ��r' ; - -� ' i , ;a' k��. }��. . I I�. _ �5 � � ' � i,•�'�i' �~ �I ��=��' , „ .�rJ�i fi- °-i�- � � 1 '!b� x�� . �� . �_L` �� Project No: �I_ l �F�C� ��o�� ►�il O� i�OR.IR�C� ��iE�il�l�l... ��L�� ,a►�� I�Yo[1N��1� V!lAi�� T��Air��n�i PL�►�i �ICu�� r�0: Fo�� 1�o�T�, i�x�s 1 � High Service Pump Siation Weatherproof Enclosures Praject GeoteEhnical MemorandurrE 12-2-21 LO(� �� Rl�lC� ��1 Project: Eagle Mountain & Westside WTP Project No.: DE21-1�� Date: 91912021 �lev.: Location: See Figure 1 Depth to water at completion of boring: DRY Depth to water when checked: was: �epth to caving when checked: was: ELEVATIDNI SOIL SYMBOL3 DEPTH SAMPLERSYMHOLS ��(�''R��`��Q� MC pL pL PI -QO6 0o P.P�N UNCON SUain feet & FIELO T�ST �ATA �6 h%% k pqF kSi ks# /o 0 -- — -- - -- ----- --- Tan, brown and dark brawn calcareous CLAY, wl -l� 4.5++ broken limes�one layers, calcare��s nodules (FILL) 1� s2 �e 34 4.5++ 4.5++ 9 z23 4.5++ 22.5 3.0 4.5++ 5 10 34 13 21 i 19 4.5++ 4.5++ 10 15 Tan calcareous CLAY, wl hard to very hard tan 4.�+ �o+�� weathered limestane seams 501D.5" �p/g� 12 38 15 23 9fi 9fi 4.5++ 3716" 50I1" Very hard gray and tan weathered limestone, fractured, 501i1.25�� vv/ shale seams 5010.25" -law angle fractures at 15.8', '16', 1 T.T, 1 S.1', 18.9' and 19.5' a�c sr^,� RQO 92% 20 Very hard gray shaley LIMESTONE, wl shale searr3s - Shale seams at 20.4', 21.6' and 22.8' - low angle fractures at 21.2', 21.5', 21.9' and 24.2' REC 100°/ R4D 9U % �25 - sa RQ�98°k� �- Low angle fracfures a# 25.8', 26.3' and 29.4' 6 8 14� 163 1.5 142 I I�71.3 I 1.7 -- — -- - --- --- ---- ------ --- -- Nard #o very hard dark gray SHAL�, wl shaley ---- REc9��e fimestone seams and Eayers __- Rao as��a - Sha[ey Limes#one layers at 3q.2' to 31.4' and 33.2' #o 33.�� k 1A9 317.A i.A _3� --- -]aw an fe fra tures at 30.5', 30.8' and 31.8' Boring terminated at 35 feet Notes: Alliance Geatechnieal Gro�p, Inc. High Sarvice Pump Station Wea.therproof Enclosures Project Ceoiechnical N[emorandum 12-2-21 �IC9URE:2I t �� i�� Project: Eagle �iiountain 8� Westside WTP Date: 9/9/2021 Elev.: Location: See Figure 1 Depth to water at completion of bori�g: DRY Depth io water when checked: was: Depth to ca�ing when checked: was: EL VA ION! OIL YMBOLS F'raaeet Na.: DEZ1 n155 E T S S DEPTH SAMPLER5YMBOLS DESCI��PTION �C LL PL PI -600 �❑ P.PEN UNCON St�rain feet & FIEL� TEST �ATA %� �.� � pcf Isf ksf � r0r�r� -- -- -- — --- --- ---- ----- ---- 5 10 �15 �20 -25 - 30 - 3;5 Notes: 1016" 181&' � ns�� ra� sis° 15l6" f�ark brown ana nrawn CLAY, wl iron stains and 2� �7 21 38 z.z - --- --- ---- ----- ---- calcareous nodules (FILL} 3.3 Reddis� tan, brown and gray caicareous CLAY, wl �s a� �5 z� ��3 z.s brolcen limestone layers and calcareous nadules (�ILL) �, �� .a 3.2 3.5 Tan calcareous CLAY, wl se�er�ly weathered 4.'�' limestone seams Tan and gray calcareous CLAY, wl calcareous deposits 's a' '" 2' s� --- 4.�} and se�erely weathered limestone seams 5012.5° Ve hard tan and ra weathered LIMESTONE, so�o.,zs° rY 9 Y �010�'�$" fractured, wl clay s�ams - wl multiple fractures 10 REC 97% RQ� 52°/a Very hard gray shalexLIMESTONE, wl shale seams 5 R�c,aa�� - Shale searns at 21' to 22' Rwo s3o� - low angle fractures at 2�.5',20.7',21.6,22.1', 23' and 24.3' Boring terminated at 25 fe�t i33 93.2 4.0 142 202.6 1.8 � Alliance Geoiechnical Group, Inc. Hlgh Service Pump 5tation Weatherpraof �nclosures Prajecl Geotechnical Ma.morandum 12-2-2i �1GURE:3 �OG OF BOR1iVG ��3 Project: �agle Mountain & Westside WTP Dat�: 91'1U12021 Elev.: Lacation: See Figure 1 Depth to water at compl�tion of boring: 12' Depth to water when ch�cked: was: D�pth to ca�ing when cn�:cked: was: ELEVATIONI SQI�SYM1/BpLS Very hard tan and gray weafhered L]MESTONE, fractured, wl clay seams DEPTH SAMPLERSYM60LS DESCRIPTION MC LL PL PI -2D0 OD P.F'EN UNCON Sfraln feat & FIELCI T�ST nATA % %%% % pcf tsf ksi 96 r0 rrT� - -- -- -- --- _--_. 5 10 Dark brown and brown CLAY, wl calcareous nodules �5 so z, as s.s .i�ILL} f. __ __ __ _ __- --- 4.�;} ---- --- 7an, brown and dark brown calcareous CLAY, w! �o �z5 a.5-�-� broken limestone layers and calcareous nodules (FILL) ,z a� ,s zs ,za 4.54+ 4.5t+ 13 123 4.5++ 15.3 5.8 4.5++ Tan gra�elly CLAY, wl crushed sione gra�el layers 13 6� (FILL) 3rs° -Water seepage at 9 feek during drilling ss• �ian and gray calcareous CLAY, wl broken limestone 15 aa Ts zs 50 layers (�iLL) ....��' , r.r•rr.r. i�iri�0 � � ��s��' II or��r: i�� inn•rrir.�� i ir.r•rr�r. r iir�� iiii�� i�r�-re� . ! � : ...-.�� ir�r-r�� w�i�� .... �� irrrrr :�: �� :...�� IC��l�J 1 ��1 iG�ii� rrrru� ' ��, :!. • �. 34 35 Notes: V�ry hard gray shaley LIMESTDI�E, wl shale seams and layers - Shale seams and layers at 17.�' io 18.5', 19.1' to 19.5' - low angle fractures at 17.2' 18.6` and 19.7' Hard to very hard dark gray SNA�E, wl shaley limestane seams and layers - Shaley Limestone Seams at 21.6' to 22.2', 23' to 23.3', 24.2' to 24.4' - low angle fractures at 20.�', 21.6' a.nd 23.2' Boring terminated at 25 feefi Praject No.: DE21-155 5 1A4 142.4 1.4 6.5 144 64.8 2.1 7 138 133.4 1.7 Alliance Gaotechnical Graup, Inc. High Service Purnp Station Weatherproof Enclosures Projeci Geotechnical Memorandum 12-2-21 FIGUR�.4 L�{� Ol� �ORIfVG �� Project: Eagle Mountain � Westside WTP Date: 9110/2021 �lev.: Location: See Figure 1 Dept� to water at completion of boring: DRY Depth to water when checked: was: Dep�h to caving wher� checked: was: ELEVATiON1 5�IL SYMBOLS Praject Na.: DE27-1�� AEPTH SAMPI.E�tSYNBDLS D�SCRIPTION M� LL PL PI -2D0 ❑D P.PEN 11NCON Strain feei & FIEL� TfST �ATA °ti °� °� '� °la pcf Isi ks! %a r0 r�� -- -- -- -- ----- --- =N U �� , � �� r :w�� N �� ao 26 -30 35 9 5 I 44 I 15 I 29 I 78 I I 4.5� + Ha�d tan and light gray weathered LIMESTONE, fractured, wl cla seams _� Very hard gray shaley L.IMEST�NE., wl shale seams and layers 5ars^ - Shale searns from 21.5' to 21.9', 22.7' to 22.9` and a 24.6` to 25' R�c,aa�s _ low angle fractures at 20.3', 20.6', 21.2', 23.1', 23.5' F2Qp S2°h Sil� 2�'J� - Shale seams from 25' to 27.8'. 29.2' io 29.5` REC 10035 I-{ow angle fractures at 25.6', 27.7', and 29.6' I 5 R4D 75 % -Shale seams and layers fram 30.6' to 3a.7', 31.2' to 31.8', 32.4' to 32.6' and 33.1' to 33.5' �Qo B7o� - low angle fractures at 31.2', 33.1', 34.1' and 34.9' 9 Boring terminated at 35 feet Notes: * shale layer Dark brvwn CLAY, wl limestor�e fragments and 2a 55 �s 3s a.�+t caEcareous nodules (FILL} 7.a 35 ts z, -"- ---- 4.�}+ ��-- --F� Tan, brown ancf gray calcareous CLAY, wl broken a.5++ limestone and calcareous nodules (FILL) ,2 ,2z 4.5+� 2,.4 3.s a_s++ d.5++ Tan CL.AY, jointed, wl severely weathered iimestane 23 �o 2a ao ,oa 4.5++ ----- ---- seams and iron stains 4.�++ _ 4.5++ Tan and light gray calcareous CLAY, wl se�erely T4 "-- - �;;s a.-5++ � a.-4 --a.a weathered limestone layers 3h9 I I 248.6 I 1.5 145 1592 1.5 156 A06:3 2.5 13fi 13.1' S.8 Alliance Geotechnical Group, Inc. High Servica Purnp Station Weatherproof Enclosures Prajeci Ceotechnical Memorandum 12-2 21 FIGURE:S �� i�� -� Project: �agle Mountain 8� Wests�de WTP Qate: SI'10I2d2'1 Ele�.: Location: See Figure 'f Depth ta waker at completion of boring: DRY Depth ta water when checked: was: Depth ta caving when checked: was: EVATfON! SOIL SYMBOLS D�PiH SAMPL�RSYMHOLS DESCRIPTION Feet r0 �5 �i0 �i5 �20 - 26 -3a -35 NO�C S: Tan, brown and gray silty CLAY, wl broken [imestane (FILL) Gray silty cla� {FILL.) Boring #erminated at 3 feet due to potential utility conflict. Project No.: DE21 �155 MC ll_ PL PI -200 D� P.P�N [1NCON Strain % °/ �, % % pcf tsf ksf % 12 42 15 27 4.5+ --�-- -��- 4.0 i3 30 14 16 �62 -Y4 �40 ---�- -��f. FIGUR�:6 � Alliance Geotechnical Group, Inc. High Service Pump Staiian Wea#harpraof Enclosures Project Geatechnical Memarandum 12-2-21 �o� o� �o�i�u� ��6 Project: Eagfe Mountain S Westsicfe WTP ❑ate: 91�1012021 �lev.: Location: See Figure 9 De�th to water at completion of boring: �RY Depth �o water when checked: was: Depth to caving when checked: was: Dark brown, brown and tan calcareous CLAY, wl ' � broken limestone, calcareous nodulss and iron stains a.�}� {FILL) 4.s++ 11 4� 15 25 125 4.5++ 4.5++ 4.5++ -- -- -- - ----- --- ---- ----- -- � Tan calcareaus CLAY, wl severeEy weathered 4.5++ limestone layers and cafcareous nodules 20 40 'I6 2A 89 4.5++ ---- -- — - --- --- ----- ---_- Hard ta very hard tan weathered LIMESTDNE, fractured, wl ealcareaus clay seams EVATION! SOIL SYA�BOLS MC l.L PL PI -200 �❑ P.PEN 11NCON Slrain nEPTH SAMPLERSYNIBOLS DESCR{PTION a� n6 ��% p�( Isf ksF °k feel & FIEL� TEST QATA r � �i — �� -- -- - --- --- ---- ----- -- 2 927 4 5++ 4 ��w 1-n-,"��'�`..,` '�� ;-�� N �� o�� , ��o�s. --�-- ..�.�. ��..-= �:� � �....�- , �y...: ....�. �,.�..: ....�: �w�ww+i�w,i ��o��; ��ww i�►.��, ��w� irr.s�. i�� an��: i�� n��e i��f :�►.��: i�� ■�or�s� i . ��w rror�: �� rrr.r�: 2a 25 30 Praject No.: DE21�955 Very hard gray shaley L.IMESTONE, wI shale seams 5oro.�s� and layers 5010.75" - 5hale seams and layers fram 20' to 21.3', 22.5' to 22.8' and 23' to 24.3' REC 97°� R�a Bi% REC90°/a ' Silale S�a]`T1S ff01'1'1 ZrJ.�J' to 26.3' Rao aa�� - low angle fractures at 25.6', 27.1' and 29.3' REc,00� - Shale seams from 34.2` to 34.5' Rotiso% - low angle fractures at 30.8' to 32.6' and 33.7' Notes: * shale layer i3 i24 2.4 155 7 146 Alliance Geotechnical Group, Inc. High 5ervice Pump Station Weatherproof �noEosures Project Geotechnical Memorandum 12-2-21 1a.s• I �.a 222.4 1.4 114.6 1.6 FIGURE:7 I �O� O� ��RiiVC ��6 Praject: �agl� Mountain & Westside WTP Dafe: 91'l012021 Elev.: Location: See Figure 1 Depth ta water at completion of boring: DRY Depfh ta water when checked: was: Depfh ta caving when checked: was: ELEVATION! 501L SYNBpLS n�pTH SAMPLER5YM8t]LS D�SCRIPTION teet & FlEL� TEST pATA Very hard gray shaley L.IM�SiOIV�, wI si�ale seams R�C1QD% and layers R°o B°°� - Shale seams from 35' ta 35.8', 36' to 37.1', 37.2' io 37.5' and 37.8' to 38' ao - low an le fractures at 36', �7.7` and 39.7' Boring terminated at 4Q feet i�7 54 61.7 60 65 �70 Notes: * shale tayer Projecf No.: DE21-155 96C I�� I� I�I I-2A0 I pcf I� tsf � I UNk 6N I Sior�ain ��l��i�r�7 FIGUR�:8 Alliance Geotechnical Group, Inc. Hig� Service Pump Station Weatherproof Enclosures Project Geotechnical Memorandum 12-2-21 Symbol Descziptipn Stxata symbols CLAY, Calcareaus i:i.—� �� i��i �.r.■� ■��r -a ' � :...■ �:=� ' �l ,� ��i[I�i LTMESTONE, weathered Shal.ey LIMEST013E SEiAI,E CI,AY CLAY, graveliy CI,AY, silty K�Y i� L�(9 i�RIVY� � �YIIA�� Symbol Description Soi1 Samplers � Thin Wa11 Skxelby Tube � Standard Penetra�ion Test � Augex� � THD Cone Pen�tratipn Test � RoCk Core Misc. 3ymbols -� Water table at boring comp�.et zan _� Boxing continues �Notes: 11. Exploratory borings were drilled an dates indicated usix�g txuok mouated drilling equipment. �2. Watex ].eveZ observations are noted on boring logs. 3. Resul�.s of tests aonducted an samgl.es recoverad are reparted on the boring 3.ogs. A3abraviations us�d are; DD = natural dry density (pcf) LL =].a�quid limit (�) MC = natuxal. moisture content (�j PL = plas�ic limi� (�y Uncon.= unaonfined compression (tsf) PT = plastiaitp index F.Pen.= hand penetrometer (tsf� -200 = percent passing �200 4. Rock Cores REC =(Reaovery) sum of core sample recovered divided by length af r�sn, expressed as percentage. RQD =(Rock Quaii�.y Desigxxation) stzm of core sample recovery� 4" or greater in lez�gth divided by the �un, expressed as percentage. High Service Pump 5iation Weatherproof Enclosures Proj.ect Geotechnical Memflrandum 12-2-21��GUR�:9 I — Alliance Geotechnical Group, Inc. �YN�� ATfER�UR� ��-�17�1 FII�1�#� alo �O�RI�fC� DEPTH Uf�IT �IM�T s LOAI] N�. (FEET V�J�IGMT PA�l��`i�i�� NxO��7UR� V�RT��A� �P��} I�l. �� PI ��RiT�R1T ��NT�f�T �R�� SINELL �-1 5-6 119.2 34 13 21 9.9 15.7 688 3.82 B-� 2-3 112.5 42 15 27 17.7 18.2 3� 3 0.24 B-3 3_4 � 23.9 45 16 29 11.7 17.3 438 7.06 B-4 �_7 ��g.1 60 2� 40 20.7 24.8 813 5.07 B-� �-4 124.7 4D 15 25 10.5 16.7 438 7.30 ��oc��ur��: 5ample placed in canfining ring, d�sign load (including a�erburden) applied, free water with surfactant made availabie, and sample allowed to swell completely. 2. Load removed and fiinal moisture content determined. �� ]CC�TE�h'�`11�1� � Q�OIJP- - : � _ High 5ervice Pump Siation Weatherproof Encfosures Project Geotechnical Memorandum 12-2-21 U.S, SIEVE OPENING IN INCHEB U.S. SI�V� NIJMBERS ITY�RON,EfER 5 S 1.5 314 318 4 20 AU 50 80 200 1 D0.0 95.� 90.0 85.a 80.4 r�.o 7�.� 63.0 = BO.Q � W � �.o m � � 59.0 a 45.0 � � � 4p.o a 35.0 30.0 ��.a 2�.a i 5.0 14.0 5.0 Q_� ,4 �IIl�II� �Il�llllill��l� ll 1�! ��IVi11�1� ��Yll�llll■ IIIIIII■ ��1� ��1��1��1��1� ��1� ��1�� IIIIIII■�Ilrllll■�11111�I��IIMIf11■ �I�IIII■■i111111■� Illllll��ll��ll��llll!-�1■■IIIII�1�■If�llll ■IIIf111■■ II11111■■II�IIII■■flll�l��lllll�l■ IIIIIII ��11■ IIIIIII ■Illllll��lllllll��!�!I_I�1■ I�Il�ll��ll�llll� IIIIIII ■llwllll��lll�■Illll��wllll■�IIIIIII■■ I�INN��I��fl��l��l��ll��rl��fl�� lllflll■�Il�llll��lflll�l■■Illll�l■■II��II■■IIIIIII■■ fll�lll■■II�IIII■�Illll�l��lflll�l■ II�IIII■�IIIIIII■ IIII�11 �NI�IIII■�IIIII�1�■Illlf�l■ Il�llll� fllllll■ IIIIIII �II�IIII■�lllll�l■�IIIIIII�■Ilrllll■ Nllflll■■ IIIIIII ■Il�IIII■�fllllll�■III��1��11�1111 �1111111�■ I��II11 ■��I1.��I��1,■��III�1,■II�II11 I��II11.■ IIIIIII■�II�IIII��IIlllll�■llll��l■�lllllll■ IIIIIII■■ IIIIIII llal�ll■�IIIIIII�■IIIII�1■ llallll ■Illlfll■■ llll�ll �I�Illl��l�ll11■■11111�1■ II�IfII ■IIIIIII■■ I�� I�11,■ I I�� I11,� II II� �"■I�� II �1.■I I� I I11,■��I �11,■ ��I11,■II�II11,�III"�1.■��1,■��11, I�I��11,■ IIIIIII�■II�I�II■�1111��1■�IIIII�1�■IlAllll■ IIIIIII■■ S ecimen ldentification Classification LL l�L PI Cu Gc • �-3 %•�$ Tan gravelly Glay Specimen Identification D100 D60 D30 D10 %Gra�e[ °/65and %-#200 • 8-3 7e8 �a.so ao.ia si.�z . .�L�� in� �i�� is��i�u�ion� � ��C� Project Name: Eagle Mountain � Project Nb: DE21-155 FIGURE: 1'I � I��UF� _ Tested by, Date Tested cr,�oked �y, qLLl�I�CE GE�TEC1�f�IC�L �ROUi� BC 9I24l2021 JP High Service Pump Station Weatherproof �nclosures Project Geotechnical Memorandum 12-2-21 ��I��►I�� 1��1SO�I�A�'�� 0�►Xd�►� ��S`�' ��S� L1�S BC7F�l#�!� ��PT�-I �Oh�FI�!yIIf�JG� U#J �TRE�� °!� a�RAIN NO. �� PRE�SUR� (ksfj �� B-2 3-� 3.1 4.5 16.8 B-3 2-3 2.2 23.6 5.8 B-6 9�2 9.3 �6.8 4.2 � ��ii�� o��c�r�� u� High Service Pump Statian 1Neatherpraoi Enclosures Project Geoieohnical Memorandum 12-2-2t 4 I � . ,.- ; ._ I �N 0 m � � � �� W m +` L I� �� w � l z mm / � 6n f/ � �� ' � r �� m� �+ �;. �7 I � ..�.. ._., -�. ..,... . � � �� . ......�.� � �} / � ��tt �k mf�. � [7 " � � � [1� O � � � �� m i� ( �' .r� ��' � o �J„ A Iw� r � � � J �f'�I [ }}� � { � � i .„' 4� � .� � (p � �D� � Ar � � �� 'L' z tt I �p � � ��' i :, , � L � ��A I 1 L i � �'I �� C �� - --��-�"f �� , A �� ,- - -- �� y1�}�� x i x iil 'Y9 �T � i � � � � Q �,� � a � � a � �m � 5 i � � � cmn � � k . v � � � O � RI �v� ra m e �'� O � � � r+� m u � '� � � � ti � � � � � � �j G�1 n, C] R' g tn � 'L �� 0 � �� Z �2 -� �� `� z i� ac,bur,sntu xaa�Rrs en � ,� I � II i 5 � � � � Si F i � I I� iii .� �' , � � . t. i � � li3 i � � g I; i I /°�$` I �I �� I .� _ ' �i �' � M1,Ly I'S� r � � � ii�� , � r� I I )� i I .� . � �� ex �- r j �.-� �, ,�, _ � r � � � �c�� a� �� c�. �ozv �A{3L� MOU�6TIAI{d WiP 3S Mf3P� Plan! Expanslon TA��INT C011NT'Y, 'f �XAS PR�J�CT NO, 4704-1299 TYPe; INTERMITT�NT SAMPLING I.00ATION: S�� PIAN OF BQRIt�GS � � � � � � � � STRATl1M i3�SCRIPTIQN � m a � � a rr� � � a° w � � su�F. E��v,ar�o�; eoa.as P a.s+ FILL, Clay (C�), light yellawish brown, brawn and light ; brown with some calcereaus nodu[es end weathered tlmestane fra ments ve stiff + CLRY (CH�, dark brawn and �rawn, with few calcareous nodules ve stiff CE.AY {CL), Ilght yeflawlst� brown and brown, with - 5 p g 5+ some calcareous nodu[es and occasional weathered limestone fragmenfs, very stifF P a.4 CL/�Y (CHj, lighi yef�owisn hrown, brawn and gray, �Q p 4,� with few calcareous nodules and occasional wealhered limestone aeams, �ery sliff, (cnrr�pleEely wealherad shale) 15 WEATHEEtED LlMEST�N�, tan, mnderateiy to highly weathered with trace of solutEon cavities, firm ta Rci mnderatel hard with few thin soft shale se�ms 20 1e,2.te.5 �IM�STC�N�, gray, moderately hard to hard with ippf�pp occaslnr�al tfrin, very hard seams �nd with thin, firm, dar� gray shale seams and argillaceaus seams RC2 19.5-2N.S 87I97 25 _._�._�._�----__._..._.....__.___.�_------- �� Notes; 1. Water intraduced for rack coring 2. Barehnle backfilled at compleUon wifh drill cuttings and plugged at surfaca CO�VIP��TEpN CIERTH: 28.5 WATER LEVEL I S�EPAG�: QRY DA7'� �RI6L�D: 8•27-04 11PON COMPLETION: e a� d ;e � LAYER �� o;e �;t �� a z� �LEV.! � w � �`� � °�'-' � � a F: � u. DEPTH 3� a� a� �o �y5� �� +3�� 3 � !L tYi 'S� j y :i; ...■ : � ��.� ...■ �� --�� ..� ° � -..� • � -.-� Qrl�� 791.2 17A 794.0 1� 18,2 779.7 28.5 B 146 f se�.o K�Y: P s Pocket Penetrometer Nota: All dapths are maasured in feet. �U��O ��N�t�L�A�li� L� ��►i� �9 High Service Pump Station Weatherproof �nclosures Projeat Geoteahnical Memorandum 12-2-2j �� II� .�.� �i�. ��Zi ��L� �a�NrAi� �°P 36 �AGD plant �xpansion i�R�iRNT COUNTY, TEXAS �RDJ�C7 PIO. U'�Q4•1249 iYPE: INTERMiTTENT BAMF�LI�lC3 LOCATION: SEE PLAIV OF BOFtIH1GS � � _ � � � � a S7iiAYUM D�SCRI�7[�N � " � °� � � SURF. ELEVATIOtJ; . $48 5U P 4.6+ FiLL, Clay (CL), light yeAowish brown, brown and light hrawn rvilh some aelcareous nadules and weathered �` d��} Iimestone fra rnenEs ve stiff F 2.5 ��y �CHy, dark �rawn and i�rown, with ieuv aalcaraaus nodules, very stiff 5 i0 CLAY (Cf�j, [ight yelEowish 6rown and brown, v�rlth some cafcareous nndulas and otcasianal wealhered p 3.0 limestane fragments, very stiff P 4,5+ WEAYHER�O LIM�SYONi�, kan, moderateiyta hfghly westhered wiih trace of salution cavfties, firm ta �g �— moderately hard with few thin, soft shale seams ioolass° . LfMES7aNE, gray, moderately hard tn hard with occasional thin, very hard seamS and wifh thin, firm, dark gray ahaEe seams and argillacsous seams zo �� RC1 1!'r24.5' 99r98 RC2 24.�r30' 98l98 30 —__ ------------------------ Notes: 1. Water introduced ior raak coring 2. Borehale backflllad at campfeifon wifh drill cuktings and pluggad at surface CQN4Pl.€TION I]EPTH; 30.0 WAT�R iEV�L r SE�PAGE: DRY QATE D�1��,�9: $-27-04 U�OF! COfIflP�ETlON: lAYER �°� �s ,� �� a az ELE1t.1 a� �� z� �� o�PTN 3 � � � � � � � � c� � v _ o.� � a �oa.o 9.5 25 840.0 5.5 792.5 9 3.0 789.7 15,$ 775.5 30.0 20 ! 52 I 1$ I 34 I 9B I 111 768.2 K�Y: F� = P4cket Penefrometer Note: All dapkhs ar� measured in feet, ��I(�� N�ULiA��'S L� P�AT� 2� High 5ervice. Pump Station Weatherproof Enclasures Project Geoiechnical Memorandum 12-2-21 �OJ�N�R� O� �� WP�L 4i��1P �6��l�L�i �� 1d��16'i�R!'1 � �IP1�6� M�UN�AIF� fi'�� '��,��1`�' �fl��Y�� i� — �� Date: Calculaiians By: P�ojecE {�o: 2-1 B-a� o�oa-�2� s�i�'R� 31 um i2-2-2� '�--�'.^� _.�.._ ��,�.._w r � k �� a ?!. �'�S � l•' � � ?v,�° ,�;s `;� ��`�.? .. .,`` � �� •r ` � '\*. \,,''_.''�,••� � � � >`�.. ;- � � � � ��-��,. � � --:�� 1 � ; � .. ., � � ��, �� s �� .. .. ..� .. ,�_..,,�.. .. ,� ,-r--- M ....� .. .. � �i: �. � �° �: t .� �� .�� .� ., ; �� , i' �� i E 7 ' � -� .Tr� � 1 I I � � .� ; �..,......�_____-. __...._.W °'l '� l. 'G I � F ' I ; + ,�" 1 I . f,'.f. I , �•. � , � � � �; ,�. I � � G �z° �� ;E � � :! � � r � n � i L �. w � �.... » r 4 �� . 3 � � �r � �� D!� � � �.�.� �� l. .l�. : � . - ��, ,i' �' '�i �. �, .. , I � P . Q � ; �} . �,. .. . . . . . _-._.-�,� s � � :E ��: �,� ,�� •a� '.i- ,' Y Q 1_ � �, � . ,. � � ?�� . � �:, ; � � , � � �. ;,: '_, �� f �� :� � �i -'.- .�. i � � i �� f. �, � _ � r � � � I � 1 �� I �� { a � ven�ii+n ��u wosea - vore'ro A+ � �� U w � � �. � � � � � � }- � : � �� i�� I� V ; F i �a�� High Service Pump Station Weatherproof Enclosures F'rojecl Geotechnical Memorancium 12-2-21 �1 &� t L�� Q� ��if�� 6 Project; Northwest Wafer �"reatment Plant � Furt Worth, Texas Date: 10l17�2007 �lev.. Lacat[on: See �i�ure 1 aspth ta water at campletlo� af �orit�g: Depfih fio water when checked: vuas: pepth ta ca�ing when nhecked: was: EVATIONI &OIL SYMBOLS �EPTH 9AMPL�I2SYM90LS b�SCRIpTl�N faat & f IE�.O TESF �AYA �° �� Dark brown t� brawn CLAY projact No,: �07-9on2 MC % -200 D� P.PEN 11NGON SYf&I� 96 pc� 1sf ke1 °r6 4.5++ 5 �o }5 30 Light brflwn & tan highly calcareous CLAY Hard tan weathered LIMESTON�, fractured �ars & ligh� gray cafcareaus CLf1Y -6" hard limest�ne seam @ 15.4' Boring terminated at 17' Nates: C�mpletian Depth: '17' ��7��:�� - — MTE, INC. High 5ervice Pump Station Weatherproof Enclosures Praject Geotechnical Memorandum 12-2-21 i[lfil 4.5 y J 4,5+ 17 47 i6 3� 1@3 d.6+o- R.5�u 4.5+ � L�G Q�° ��R�i�� e�� Project: iVorEhwest Water Treatrrrent F'lant � F'art Wa�th, Texas pate: 9�114I�0�7 �lev.. Lacatian; See Figure � �epth to water at compietion oi baring: E}e�#h to water when checked; was. f?epth ta caWing wher� checked: was: EVATIQNI 501L SYMHOLS BEPTH SAMPLBRSYM801.5 I]�SCRIPT�ON 0 Dark �rav�n CLAY w/ caEoareous rtodufes Proj�cf No.. �0�-'�002 MG LL P� 2oti qn p.P�N f1NCON Siraln 46 '!o ! � % pcf Isf ksi % a,s+ 90 15 20 25 �.ight �rawn C� Y �r! calcareaus npduies 7an v�ry cafcarenus Ct.AY 15�33�1.5�18 3.0 _ 23 .... 11b 3.75 4.a 4.6+ Tan & fight gray �haley CL.AY Harc! #an weathered LlMESTON�, fractured Boring terminafied at 14' Nates: Completion Qeptf�: 14' F�GUR�:'18 _ _ MTE, INC. High Service Pump Station Weatherproof Enalosures Project Geotechr�ical Metnorandum 12-2-21 � YY �� pFtC}C'�d1J�l�: �. 5ample pl�cec3 Ir� cnnfining ring, d�sign load (including overburcEen) �pplied, firee water with 5urfactar�t m�de available, and sampfe allowed ta swell compEetsly. 2, i.oad r�moved ar�d final moisture content c�etermined. 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D7 19.8D 1�.1� � 6.99 10.06 13.84 13.16 17.99 z� .a� �.3.69 14.i2 10.72 12.32 15.15 17.68 14.32 17.19 16.02 12.25 13.b3 13.24 11.D7. 16.18 �.3,D8 11.51 12.96 14.58 15.96 14.73 16,24 14.14 12.3 i 12.62 12.86 14.84 11.68 The Davis-eacon Aet pre�ailing wage rates shown for Heavy and Highway construction prajects were determined hy the United States Department of Labor and current as of Se�terrtber 2013. The titles and descriptions for the classifications IisCed are detailed in tF�e AGC of Texas' Standard Job Classifications and Deseriptionsfor Highway, Heavy, U�ilitles, and Industrial Construction in Texas. Page 1 of 1 2413 pREVAlLING WAGE RATES (Commercial Construction Projectsj CLASSIFICATION DESCRIPTION AC Mechanic AC Mechanic Helper Acoustical Ceiling Installer Acoustital Ceiling Installer Ffelper Bricklayer/Stane Mason Bricklayer/5tane Mason Trainee Bricklayer/5tone Masan Helper Carpenter Carpenter Helper Concrete Cutter/Sawer Concrete Cutter/Sawer Helper Cancrete Finisher Cancrete Finisher Helper Concrete Fo�m Builder Concrete Form Builder Helper Drywall Mechanic Drywall ilelper Drywalf Tap�r I]rywall Taper Helper Electrician (JourneymanJ Electrician Apprentice (Helperj Electronic Technician Floor Layer �loor Layer Helper GEazier Glazjer Helper Insulator Insulator Nelper Laborer Comman Laborer Skilleci Lather Metal Suilding Assembler Meia.l Building Assembler Helper Metal Installer tMiscellaneousj Metal Installer Helper (Miscellaneousj Metal Stud Framer Metal Stud Framer Helper Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper Plumber Plumber Helper Reinforcing Stee� Setter Wage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ 25.24 13.67 16.83 12J0 1.9. A 5 �.3.31 14.91 1i.75 1432 17,OQ 11.00 15.77 11.00 15.27 11.00 15.36 12.54 15.00 11.50 19.fi3 15.64 zo.ao 18,fl0 10.00 21.03 12.81 16.59 11.21 10.89 14.15 12.99 16.00 12.�0 13.00 11.00 16.��. 1.z.54 16.44 9.98 21.22 15.39 16.17 12.85 21.98 15.85 12.57 Page 1 of 2 Reinforcing Steel Setter Helper Roofer Raofer Helper Sheet Metal Warker Sheet Metal Warker Helper Sprinkler System Installer 5prinkler System Installer Helper Steel Warker Struct�raf 5teel Worlcer Structural Welper Waterproofer Equipment Operators Concrete Purnp Crane, Clamsheel, Backhae, Derrick, D`Line 5hovel Forklift Foundation Drili Operator �ront End Loader Truck Qriver Welder Welder Helper $ � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 11.48 16.90 11.15 16.35 13.11 19.17 14.15 1i.OQ 13.74 15.00 18.50 �.9,�1 1fi,4S 22.50 16.97 16.77 19,96 13.00 The prevailing wage rates shown for Commercial constrttction projects were based on a salary survey condueted and published hy the North Texas Construction Industry (Fall 2012j Independently compiled by the Lane Gorman Trui�itt, PLLC Construttion Group. The descriptions for the classifications listed are pravided on the TEXD's {The Construction Associationj website, www,texaassociation.org/Chapter/wagerates.asp Page 2 of 2